HomeMy WebLinkAboutTRUSS 4-19-19I RANEY COMPONENTS
71ey 19900 Independence Blvd.
Groveland, FI 34736
omponems Etc one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00027
Printed: Thu, Apr 18 2019
UU rrrrarmarrvn:
Address:
FOR Name and License Number:
5romerName:
Creekside Lot 27
D
I Horton
8613 Cobblestone Dr
cripdon:
City, Slate, Zip:
411.
HB Hayden-2605 "H" OL
Fort Pierce, FL
I} _.._►:......ems.........+:.....
of Loads:
Live: TC Dead: BC Live: BC Dead:
17oor Loads:
TC Live: TC Dead: BC Live: BC Dead:
20
7
0
10
40 1
10
0
5 143
• Lucie ��g 6n au
B
g. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type:
F
C 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M
Pz
ges or sheets covered by this seal from: 1 thru
# DESCRIPTION SEONO #
35 Total 35
DESCRIPTION SEQNO
#
DESCRIPTION SEONO
#
DESCRIPTION SEONO
1 Al 2
A2
3
A3
4
A4
5 A5 6
A7
7
A6
8
A8G
9 A9G 10
B1
11
B2G
12
L1
13 L2G 14
MEG
15
MG1
16
MV1
17 MV2 18
EJ7
19
EJ72
20
EJ6E
21 EJ3 22
EGE
23
CJ5
24
CJ52
25 CJ5E 26
CJSA
27
CJ3
28
CJ3E
29 CJ32 30
CJ3A
31
CJ1
32
CJ1E
33 HJ7 34
HJ6E
35
HJ3
n u e l Digitally signed by
anuel Martinez _
rt i n'ZAllate,2019.04.19
15:3830-04'00'
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shove b'g a ¢NA leuma"iaMion aode.
Wmd mid- nt ihh iammeirc aii,nm ionddned tip a
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:vabkd on aiW ekpioolc topics.
Page 1 of 1
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• No'047182
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STATE- OF •�v�
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c
SEQN: 684181 / T2 / HIPS Ply: 1 Job Number: 36CS00027
FROM: GLM Qty: 1 [Trulsi
4EHb Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
1 Wgt: 226.6 lbs Label: All / ... 04/18/2019
77"11 14'10 "2
7711 681'324 i 2'412 I 1141
4 915"13 398"1385 318 34S92 6715 771
5X6
lll2X4 -4X6 =3X4 =3X4 =3X8 =3X4 = X6 lii&4
SEAT PLATE REQ. _' :
T5"15 '- 4'6"1
7'S"15 12'
2'6"10 3'8"10 2'ti"12 3'10"6 2'6"10
14'6"1 18'3"4 21'3" 25'1"6 2T8"
SEAT PLATE REQ.
4'6"1 T5"15 1�
32'2"1
Loading Criteria (psf
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.207 Q 999 240
Loc R+ ! R- / Rh / Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.385 Q 999 180
B 1550 /- /- /866
/786 ; /304
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.079 M - -
K 1550 /- /- /866
/786 !-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.148 M
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 22.09 ft
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1:8
Soffit: 2.00
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.556
K Br Width = 8.0 Min Re 18
g q -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.602
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fee: Yes
Max Web CSI: 0.817
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Chords Tens.Comp. Chords
Ply (Ibs)
Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H
1505 -2092
Lumber
B - C 1949 -3186 H -1
1646 -2495
C - D 1623 -2508 I - J
1623 -2507
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
D - E 1647 -2496 J - K
1956 -3186
Webs 2x4 SP #3
E - F 1513 -2102 K - L
23 0
F - G 1432 -1893
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - T 2876 -1654 P - O
2225 -1249
T - S 2872 -1654 O - N
2872 -1681
S - R 2872 -1654 N - M
2872 -1681
R - Q 2226 -1222 M - K
2876 -1681
Q - P 1889 - 976
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
T - C
294 -15
P - G
642
- 448
C - R
486 -693
P - H
513
-682
R - E
450 - 210
H - O
448
-207
E - Q
516 - 688
O - J
487
- 694
F - Q
645 - 449
J - M
294
-17
F-P
193 -166
406165 OF 186E1E10849A.911F.111) 8955 F7
Tftivdtawkr bu bem ele UIWW SW&d. MA sealtd by
Marmel-•Mirtfoe� P.L,TL lk. tv= 1 6 tm daie ibom
an"veaskP� 5(IA•lwlaanknkv avde.
liimM tapk[,•al ibk"�"mmeAt'arR.am; (oAsldeied [igeeL
aid sealed �d tlrc' %W1 atdbecil[atlae 26de,ma[t L
• .vaXkA Uri aay ekWoak [uDks•.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
ff- . FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
l dare in fabricating,`handlinSS, hi pin , In%alling and bracing. • Refsr to and follow the latest ettiti�n of BCSI (Building
mation, b TPI gn SBCA) fbr s Tt ty $$ractices prior to perfol mmg these functions. Installer snn r vide tem ora uy
s noted oytherwise,top chord sha�l�ade properly attached structural sheathingp and bottom c�hor�sl�al� have a �ropperyrly
)cations shown for permanent lateral restraint of w bs shall have bracing lnsTalled per BCSI sections B3, 137 or B10, on nrtenrs, l�
at�s[to jach face, of truss and position as shown a�ove and on the Joint Details, unless noted otherwise. kiefer to 1'
n a � �m ,�e�t,,r,.
any
' r �
SEQN 684175 / T8 / HIPS Ply: 1 Job Number: 360S00027
FRO i� GLM City: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 226.8 Ibs Truss Label: A2 / ... 04/18/2019
T7"12 "3 14'10"2 iT 22'8" 24'9"1 31'5"13 2' "4 39'8"
7'7"12 6'7.21 2'1"A 5'8" 2'1"14 6'7"15 T7"12
=5X8 =5X6
F G
1112X4 =H0308 =3X4 =3X4 =3X8 =3X4 =H0308 1112X4
SEAT PLATE REQ.
39'8°
c13
(6(A2)
SEAT PLATE REQ.
T6" 4'6" 2610 2'5"6 5'6"4 27"2 2'6"10 4'6" 7'6" 1
T6" 12' 14'6°i 17' 22'6"4 25'1"6 278" 32'2" 39'8"
Load
g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCLL,
20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCD
, 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.221 Q 999 240
Loc R+ / R- ! Rh / Rw / U / RL
BCL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.401 Q 999 180
B 1598 /- /- /872 /787 /286
BCD
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.084 M - -
K 1592 /- / /872 /787 /-
Des
1
d. 37.00
EXP: C Kzt: NA
HORZ TL
( ): 0.153 M
Wind reactions based on MWFRS
NCB
LL: 10.00
Mean Height: 21.83 It
Code! Misc Criteria
Creep Factor: 2.0
P
B Brg Width = 8.0 Min Req = 1.9
Soffit
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.571
K Brg Width = 8.0 Min Req = 1.9
Load
Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.607
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spac
g: 24.0 "
C&C Dist a: 3.97 It
Rep Fac: Yes
Max Web CSI: 0.817
Maximum Top Chord Forces Per Pie (Ibs)
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
r
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H 1617 -2320
B - C 1978 -3307 H -1 1679 -2600
Lum
�ord
C - D 1656 -2628 I - J 1656 -2613
Top
2x4 SP #1
D - E 1679 - 2615 J - K 19M - 3292
Bot c
lord 2x4 SP #1
E-F 15-2K-L 23 0
Web
2x4SP#3
F-G 151919 -2121121
(a) C
ntinuous lateral restraint equally spaced on
Maximum Bat Chord Forces Per Piy (Ibs)
mem "er.
Or 1x4 "T" reinforcement. 80%length of
Chords
Tens.Comp.
Chords
Tens. Comp.
web
'ember. Same species & SRB grade or better,
attac
ed with 8d Box or Gun (0.113"x2.5",min.)nails
B - T
2987 -1689
P - O
2324 -1277
@ 6"
C.
T - S
2983 -' 6W
O - N
2970 -1715
p
S- R
2983 -1688
N- M
2970 -1715
Loa ing
R - Q
2338 -1251
M - K
2974 -1715
Trus
passed check for 20 psf additional bottom
Q - P
2134 -1085
chor
Ince.el�nrotrse>t
live load in areas with 42"-high x 24"-wide
clear
;3•r,';
Forces
Per Ply
(Ibs)MAP
Win°�.•ytC�'
4�r
W bsMaximum
Tens.Comp. W Webs Tens. Comp.
Mem
er design based on both MWFRS and C&C.
No Dd7182 «
T - C
C R
296 -16
486 695
P - G
P H
696 -430
491 - 609
-
R - E
-
413 - 207
-
H - O
412 -206
STATE OF
�17
q
F - Q
728 -469
JO M
296
F-P
193 -189
400165 OF 10 6ESE30899A 911F.BD895S F7
DW Ar Wff bas been elecnodtalN.silaA. and sealed by
.Matwei: Mwtidu 'PE, AU' M W tM date t94wn
.aw." nsrne d uwa`a�u�d,a,�m."Ae.
D.inied'iydes ai ikis Jewmemati; naelaniidned dents
-aod. sealed �0.the riifl be
-o-etbea on atry ekaioairmolcs:
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in f ricatinp, han in , ship
pin , ingtailing and bracin . Refer to and fgllow the !a est edits n of BCSI (Buitdina
Went Saafety information, by PI pnri SBC )for s�tety ractica prior to performing these functions. Installers sr provide terhporarV U1ley
Ser BCSI. Unless notetl o herwise,top chord sha I have properly attached structural sheathingg and bottom c or shall have a propper y
ri id ceilin .Locations shown for ermanent lateral restraint of w bs shall have bracingp installed p r BCSI sections B3, B7 or B10, orr o7renrs, t�
icab�e. A lot s to ach face ofPtruss and sition as shown a�ove and on the Joinf Details, unless noted otherwise. kiefer to P
Is 160A-ZforY. and�and palate positions.
a division of ITW Buildin omponents Gr8,Vp Inch shall npt be re�ponsi le for any deviation from his drawl any, failure to build the
conf rmance with ANSU7 PI 1, or for andlmp s ippm�, nstgillation onde bracin I of trusses. y sea on this ufraw nq or cover puifability A rnlrawin9, indicates acceptance of [�rr5es5fona en neerina responsibility sole) for the des gn shown. The s
;a of this drawing for any structuresf me responsibility of the euilding Desigrfer per ANSI/TPi 1 Sec.2.
SEQN: 684177 / T7 / HIPS Ply: 1 Job Number: 36CS00027
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 207.2 Ibs Truss Label: A3 / ... 04118/2019
T11 15' 19'10" 24'8° 31'5"13 2'p"5 39'8"
77711 6'9"13 4'10" 4'10" + 6'9"13 7'7"11
I
1 =4X6
T1,
SEAT PLATE REG.
.5X8 1112X4 =5X8
E F G
T
:6(A2)1
1112X4 =4X6=3X4 �3X8=3X4=4X6 1112X4
SEAT PLATE REQ.
39'8"
�1' 7'5"15 6'6"1 1' 4'10° 10" 1' 6'6"1 T5115 1�
7'5"15 14' 15 19'10" 24'8" 25' " 32'2"1 39'8"
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: ii
EXP: C Kzt: NA
Mean Height: 21.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h12 to h
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PS9
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSl Criteria
PP Deflection in foe Udefl U#
VERT(LL): 0.211 F 999 240
VERT(CL): 0.393 F 999 180
HORZ(LL): 0.081 L - -
HORZ(TL): 0.150 L
Creep Factor: 2.0
Max TO CSI: 0.580
Max BC CSI: 0.620
Max Web CSI: 0.404
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
4001650P16 6ESE.10699A 911f;B08955'FI
:DW drawing bas beta tlemukalejAmda"'tealt0 GV
•Marwel"Matth2t,; P.E."¢L�1&:; N722)-pa tie date 66win
.d0°°e u,mai SftAi`apNani[Mlan rode.
vdmea.rirt!" of tbh dormntm a noy"p idmd timed
aad'realed aoa'.ae-SiA-SaoNemitarlta;iudt mua'be
virB6!d on enV tkatronk tupltt.' . ..
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1550 /- /-
/878 1788 /256
J 1550 / /-
/878 /788 /-
Wind reactions based on MWFRS
B Brg Width = 8.0
Min Req = 1.8,
J Brg Width = 8.0
Min Req = 1.8I
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens: Comp.
A- B 23 0
F- G 1690 - 2320
B - C 2018 -3189
G - H 1679 -2465
C - D 1655 - 2477
H - 1 1655 ' - 2477
D - E 1679 - 2465
I - J 2017 - 3189
E- F 1690 - 2320
J- K 23 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - R
2880 -1728
O - N
2210 -1275
R - Q
2876 -1728
N - M
2876 -1754
Q - P
2876 -1728
M - L
2876 -1754
P - O
2210 -1248
L - J
2880 -1754
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
301 -14
O-G
245 -166
C - P
523 -724
G - N
476 -218
E - P
476 - 218
N - I
522 - 724
E-O
245 -166
I-L
301 -16
F-O
191 -213
"IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin , shippin , ingtalling and bracin .Ref r to and follow the latest edition of BCSI /Building
t Safety Information, by TPI pnc7 SBCA) for s�iety �ractices prior to perf0�ming s a tunctlons. Installers shall provide telYt rar)� / u if y
BCSI. Unless noted o hervnse,top chord sha I have properly attached structural sheathing and bottom chord shall have a proper y �J
iiid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 10, vm orrenrs.
e. A Tvv pplates to ach face of truss and sition as shown above and on the Joint Details, unless noted otherwise. ktefer to P
60A-Zfol standard pate positions.
vision of ITW_ BuildinctComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the
684167 / T6 / HIPS IP(y:l IJob Number: 36CS00027
GLM Qty: 2 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
Wat: 204.4 Ibs I Truss Label: A4
7'7"12
r7"12
=4X6
13' 19110" 26'8"
54'4 6'10" 6'10"
5�55X8 1112X4 'Ez5X8
D E F
DRW:
/ ... 04/18/2019
32'0"4 398"
5'4"4
1 1112X4
SEAT PLATE REQ.
1' T6" 5'6"
T6" 13'
=3X4=3X6 =3X8 =3X6=3X4
39'8"
1' S'10"
14 19'10" 25'8" 26' "
1112X4
SEAT PLATE REa
-
T6" 1'
32'2' 39'8"
Load
i{�g Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦Maximum Reactions (Ibs)
TCL
I 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell Ll#
Gravity Non -Gravity
TCD
: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.230 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCL
: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.427 E 999 180
B 1550 /- /- /879 /789 /226
BCDU
10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.079 J - -
H 1550 /- /- /879 /789 /-
DesIA
f
37.00
EXP: C Kzt: NA
HORZ L
(T ): 0.148 J
Wind reactions based on MWFRS
NCB(ILL:
t0.00
Mean Height: 20.99 ft
Code / Misc Criteria Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.8
Soffit
I 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES Max TC CSI: 0.603
H Br Width = 8.0 Min Re 1.8
g q =
Load
Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014 Max BC CSI: 0.556
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spac
g: 24.0 "
C&C Dist a: 3.97 It
Rep Fac: Yes Max Web CSI: 0.437
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
ier
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 23 0 E - F 1927 -2716
B - C 2032 -3163 F - G 1800 -2536
Lum
�
C- D 1800 -2636 G- H 2O31 -3163
Top
Bot c
lord 2x4 SP #1
lord 2x4 SP #1
D - E 1927 -2716 H - I 23 0
Web
2x4 SP #3
Maximum Bat Chord Forces Per Ply (Ibs)
Win
Chords Tens.Comp. Chords Tens. Comp.
Mem
er design based on both MWFRS and C&C.
B - P 2852 -1737 M - L 2377 -1406
P - O 2848 -1737 L - K 2377 -1406
O - N 2377 -1380 K - J 2848 -1763
N - M 2377 -1380 J - H 2852 -1764
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
�tf3loristtrpd
P - C 250 -17 M - F 434 -313
i�..ii
C - O 415 -548 F - K 443 -221
o Elva ��t�,y�
D - O 443 -221 K - G 415 - 548
No ig47t82" �,
D-M 434 -313 G-J 250 -18
.
a e '_9k a
E- M 351 -401
400165 OF IS SEIE 10694A91 IF BD 89 SS'F7
Ipis'dnsvine has been tleclsoNwlF2 sieoed'and,sealtd Dy
,, , Mattinc:, ME. (Fl: lrt K1182) on tW fte'slftv
-a0"v<mb" a Sf1A 1'w:Genucrtbm."de.
- Pd.ed tordef;nf this 4onmi : n"att nct:fonshleied signed
+snA sealed ,pd tht 51ti4 anNeetlptloa todt' mun .De
-v IlLi0 on any,elechonlc copies.
•'WARNING`' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss s require ext eme care in fabricating, handlin shippin , ingtalling and bracin. Refer to and fellow the la�est etlitipn of BCSI Building
Com nent gafety fInformation, by TPI gn SBCAA) fo'r s.1 Tety (�ractices prior to perfo Ming these (unctions. Insta ers sr� I prgvide to porary �1ey
brace g Der BCSI. Unless noted o-therwise,top chord shI have properly attached structural sheathing and bottom chor�sliall have a properly
aft ea rigid ceilingp. Locations shown for ermanent lateral restraint of webs shall hava bracing installed per BCSI sections B3, B7 or 810, o n orrenrs, uc
as ap livable. AppTv plates to each face oiPtruss and position as shown above and on the JoinrDetails, unless noted otherwise. defer to P
drawl gs 160A-Z for stantlard plate positions.
Alpin a division of ITW B{1itddin�l1Compon nts Gr�pp in .shall not be responsible for any deviation from this drawing,an failure to build the
truss cpnformance with ANSI/TPI 1, or �or hantlllnp ship in ,installation and bracin of Cruses. A seat) on his drawnq or cover aSte
listin this drawing, indicates acceptance of prb)essignal en me@ring re pon�ibility solely f�pr the design shown. The �uicability
and se of this drawing for any structure s the responsibility of t111. uiid ng Designer per ANSI(fPi 1 SeC.2,
SEQN: 684161 / T5 / HIPS Ply: 1 Job Number: 36CS00027
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 204.4 Ibs Truss Label: A5 / ... 04/18/2019
77"13 11' 17'1" 21 22'8° 2 28'8" 32'0"3 39'8"
7'7"13 3'4"3 r 6'1" } 3'11" �1'8"1 5'11"4 + 3'4"3 + T7"13
:—::5X8 =3X4 =3X6 1112X4 i5)(8
D E F G H
fi
M
in
'6(A2)
1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4
SEAT PLATE REQ, SEAT PLATE REQ.
39'6"
7'6"1 3'5"15 3' 29"8 5'114 2'11"4 3' 3515 T6"1 1�
7'6"1 11' 14' 16'9"8 22'8"12 25'8" 28'8" 32'1"15 39W
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,PI in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA GAT: N1
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: [I
Snow Duration: NA
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 20.58 ft
NCBCLL: 10.00
TCDL: 42 psi
Code / Misc Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Fee: Yes
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Deft/CSI Criteria
PP Deflection in foe Udell U#
VERT(LL): 0.260 G 999 240
VERT(CL): 0.484 G 977 180
HORZ(LL): 0.082 L - -
HORZ(TL): 0.153 L
Creep Factor: 2.0
Max TC CSI: 0.606
Max BC CSI: 0.562
Max Web CSI: 0.511
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
4001656F38 6ESE SB 894A9310,BD,8955F7
7hK 9rawiag has bmr;dectroatcalry•slened aW's td 4
Maraud: Maalnefj PE. (FL:1k:.MIM tin the date°ihow
�nwr" ":o,a a uwa`""monR�iwn wd<..
Vihrid'mpier; "s ihk "d"rmneot•aie ner�mnsidaed rlprM
mid reale0 ao0.thl MA-1 anVratkatioe,rode iiWbe
�vaniee onanP eknrook'roptes. ' ... � •. ,. ..
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1550 /- /- /875 /790 , /197
J 1550 / /- /875 /790 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1,8
J Brg Width = 6.0 Min Req = 1.8�
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (lb,I)
Chords Tens.Comp. Chords Tens'. Comp.
A-B 23 0 F-G 2160 -3113
B - C 2052 -3156 G - H 2160 -3113
C - D 1922 - 2790 H - 1 1921 - 2790
D - E 2150 - 3098 I - J 2052 - 3156
E-F 2160 -3113 J-K 23 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S
2944 -1754
O - N
2534 -1530
S - R
2840 -1754
N - M
2534 -1530
R - Q
2534 -1505
M - L
2841 -1780
Q - P
2534 -1505
L - J
2844 -1781
P - O
3118 -1880
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S - C
219 -20
G - O
296
-326
C - R
342 - 420
O - H
734
- 499
D - R
378 -242
H - M
382
-244
D - P
721 - 488
M - 1
343
- 421
P - E
300 -330
I - L
217
-21
E-O
102 -98
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a ire extreme care in f ncatinp, handling, shippppin ,installing and bracin . • Refer to and foflow the la est edits n of SCSI ((Buildingg
t fety Information, byt Pl anc7 SBCA) fbr s�(�ty'�ractices prior to pe Io�mmg these functions. Installers shslQpr�vide te�hporar
BSI. Unless noted o herwise,top chord she I ave properly attached structural sheathing and bottom chora shall have a proper y
id ceilin .Locations shown fospermanent sat@rat restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10,
e. Apo�v plates to each face of truss and position as shown above and on the Joint Details. unless noted othervuise. Refer to
��fggailure to build the
Wn r The rsui&%,lily
/ uncy
ompnnents, Ur.
L �
SEQN: 684157 / T3 / HIPS Ply: 1 Job Number: 36CS00027
FRO i GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt:190.41bs Truss Label: A7 / ... 04/18/2019
4'9"14 9'23'4"1,�. 30'8" 34'10"2 i 39'8`
4'914 497.2 + 7'5" -� 4'7° + 2.4"12' 7'3"4 4'2"2 {
Load
TCLL
TCDI
BCLI
BCDI
Des
NCBi
S01M
Load
Spac
Luml
Top(
Bot c
Web;
Wind
f Merril
i
=5X8 =3X4 =4X6 1112X4 =5X8
12 D E F G H
—
PPP
. -,44N
_q4
=4X61
Q P O N M L
=3X4 =4X6 =4X4 =4X10 =4X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
5' 21"8 T3"4 2'3"4 5' 9' 1�
9' 14' 16'1" 23'4"12 25'8" 30'8" 398"
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.339 G 999 240
Lac R+ / R- ! Rh / Rw / U / RL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.630 G 749 180
B 1550 / / /867 /801 /167
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.090 L - -
J 1550 /- !- /867 /801 /-
37.00
EXP: C Kzt: NA
HORZ(TL): 0.167 L
Wind reactions based on MWFRS
10.00
Mean Height: 20.16 ft
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.8
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.741
J Br Width = 8.0 Min Re 1.8
g q =
ation:1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.706
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
24.0 "
C&C Dist a: 3.97 it
Rep Fac: Yes
Max Web CSI: 0.950
Maximum Top Chord Forces Per Pie
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/l 0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens.s. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration:1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A-B 23 0 F-G 2555 -3778
B - C 2153 -3226 G - H 2555 -3778
C - D 2001 -2997 H - I 2000 -2996
J 2x4 SP #1
12x4 SP #1
D - E 2539 -3754 I - J 2153 -3227
4 SP #3
E - F 2555-3778 J - K 23 0
design based on both MWFRS and C&C.
090165 DF306E1E 10849A911F 8089 SS F7
, TWs- ,ft Las been;dw.WaW Ag d aW sealed by
.Mamiel Mirdae,; P.L; iiL l&.,.W22) N the dati 60 i
•ao«<ura,F d sitna`wineuuse,s<„ �<de.
,Pdm-ed'6rJd d thh d<n w ate, rim toq",iW ii` d
�.d sealed .0 AM' 9Ur1 anttxet�-- mde. mnit De
verbkd on anP ekW<oB ioPiec: .. ,.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 2927 -1873 N - M 2736 -1673
Q - P 2737 -1648 M - L 2736 -1673
P - O 2737 -1648 L - J 2928 -1899
O - N 3784 - 2321
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - Q
249 - 211
G - N
349
- 397
D - Q
360 -108
N - H
1174
-778
D - O
1151 - 760
H - L
363
-109
O-E
351 -401
L-I
251
-213
E - N
89 -84
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingq, shi in ,Installing and bracin�. Refer to and follow the latest e�ition of BCSI (Building
t Safety Information, by TPI pnrl SBCA) fbr s�iPety �ractices prior to perfo ming these functions. Installers s �Il�rUvide to poraryi
BCSI. Unless noted otherwise,top chord sha I have properly attached structural sheathing and bottom c or s all have a propper y
id ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
3e. Appily plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. keferto
i0A-Z fo standard plate positions.
a division of
/ mleY
✓ 1mpatrenrs, ur
1m 1;ortor n
acceptance
any structure
BEGIN: 684185 / T15 / SPEC Ply: 1 Job Number: 360S00027
FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 210.0 Ibs Truss Label: A6 / ... 04/18/2019
1'10"
TT12 10'10"_i 18'B"9 22'8" 24'S"ti 30'8" 3410°2 39'8"
T7"12 + 3'24 , 6'0"9 3'11i 19"1 6'2"5 4,22 479"14
11
12 D=5X E 6X10(SRS) 1112 C4 =44X6 =33X4 _ l
5i� = T
03X4C T
Jg2X4
� N
y rp
6(A2) B K=4L6(A2)
HH T S R Q P O N M 1 It
1112X4 =5X8 1112X4=H0308 =3X8 =_04 =4X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
34" { v 4W9 6'0"9 10" 3 5' 9' 1
T6" 10,10" 1'it"1"1214' 1818"9 24'9"3 25' " 398" 11 39'8"
1' 2'9"12
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category:11
EXP: C Kzt: NA
Mean Height: 20.54 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.97 ft
Loc. from endwall: not In 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mise Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in foe Udefl U#
VERT(LL): 0.352 F 999 240
VERT(CL): 0.656 F 720 180
HORZ(LL): 0.091 M - -
HORZ(TL): 0.169 M
Creep Factor: 2.0
Max TC CSI: 0.602
Max BC CSI: 0.665
Max Web CSI: 0.769
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U ' / RL
B 1550 /- /- 1859 /788 /194
K 1550 /- /- /862 /790, 1/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8.
K Brg Width = 8.0 Min Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens! Comp.
A- B 23 0 G- H 2668 -3869
B - C 2111 -3158 H - I 2503 -3623
C - D 1986 -2792 I - J 2024 -2985
D - E 1995 - 2767 J - K 2186 - 3229
E- F 2669 -3869 K- L 23 0
F - G 2668 - 3869
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2846 -1791
P - O
3659 - 2290
T - S
2B42 -1791
O - N
2722 -1691
S - R
3345 -2097
N - M
2722 -1691
R - Q
3348 - 2097
M - K
2931 -1931
Q - P
3348 - 2097
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T - C
242 - 22
F - P
301 - 338
C - S
348 - 435
P - H
252 -168
D - S
2018 -1422
H - O
389 -469
S - E
1331 -1867
0-1
1070 - 733
E-R
183 -5
I-M
347 -112
E - P
614 -407
M - J
265 -232
1W draaln6 bas;beea.tlectroN[a1p,sIBrcO: aad"ealed,bq
Manael,Miai ei,'7E;(Fi.'& tJ= oa.Me date Own
. min," d:tnr: snaia���inn rwn.
.printed `6rii. M wi Yeiirnent av, not�Epniide,ed signed
and pealed and .tbe5#IA•1-. a,naeadcat7on code. must be
uubiea on,aiW ekNoelc copies. ,. ., '.... ,.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care !n fabricatin ,.handl!n , shi pin installing and bracinfq. , Refer to and fgllow, the latest e5lition of BCSI Buildingg
t Safety Information, by TPI an� SBCA) for s�>P ty ractices prior to performing these functions. Instal'ers snallpr9vide tomporar
BCSI. Unless noted o herwise,top chord sha leha a properly attached structural sheathin and bottom choro shall have a propper y
id ceiling.Locations shown for ermanent IatQral restraint of w bs shall have bracin ins�alled p r BCSI sections B3, B7 cr 610,
ile A TY platees to each face o�truss and position as shown a�iove and on the Join[ Details, unetess noted otherwise. befer to
60A-Zor standard plate positions.
vision of ITW IIding Components Gropp In . shall npt be re ;ponsible for any deviation from this drawn ,an failure to build the
rformance with, ANSI/TPI 1, or for nandiin s�1i inq' instailatibn and bracin ppf trusses. A seal on this diaw�ng or cgVale
er paSS��e
r drawing, indicates acceptance of prolassRgn�1 gngrnegring responolbility solely fqr the design shown. The sulfl bility
anev
omparenrs, lu
704599 / T23 / HIPS I Ply: 2 I Job Number: 36CS00027
JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
Wgt: 243.6 Ibs Truss Label: A8G
7'
f 14 + 4T 2"11 + 2731027
T 5.46 11"2 42112 5'0"1� 12 =3X4 1113X4 =7X8 =3X4
5 p C—__ D TC2 E F G
T
m
=4X16A(B3) B
DRW:
/ ... 04/18/2019
32'8" I 398" J
546 T
=H6
P O N M L K
1113X4 =7X8 =3X10 =3X4 =7X8 1113X4
fi
m
�4XJ6(B3) En
SEAT PLATE REQ. SEAT PLATE REQ.
39'8, -
�1 6 2"4 + 5 2"10 + 5'210 _ 5'2"10 L_ 5'014 5'2"10 6 2"4 _ �1
B.
6'10"4 12'0"14 iT3"9 22'6"3 r 2T7°2 r 32'9"12 39'
8 A9.
Loadl
�1g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCL
. 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCD
7.00
Speed: 160 mph
Ph NA Ce: NA
VERT(LL): 0.414 F 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL
J 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.777 F 607 180
Q 3119 /- /-
/-
/1572 /-
BCDI
10.00
Risk Category:!!
Snow Duration: NA
HORZ(LL): 0.080 K - -
1 3119 /- /
/-
/1572 /-
Des
Ld: 37.00
EXP: C Kzt: NA
TL : 0.150 K
HORZ ( )
Wind reactions based on
MWFRS
NCB
� LL: 0.00
Mean Height: 19.74 ft
Code / Misc Criteria
Creep Factor: 2.0
P
Q Brg Width = 8.0
Min Req = 1.6
Soffit:
2.00
TCDL: 4.2 psf
BldgCode: FBC 2017 RES
Max T� CSI: 0.375
1 Brg Width = 8.0
Min Req = 1.6
Load
)uration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max 60 CSI: 0.739
Bearings Q & I are a rigid surface.
Bearings Q & I require a seat plate.
Spas
g: 24.0 "
C&C Dist a: 3.97 It
Rep Fac: No
Max Web CSI: 0.672
Maximum Top Chord Forces Per
Pie (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration:1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 11 -9
F - G
2814 -5672
Lum
er
B - C 1845 - 3697
G - H
2442 - 4918
C - D 2442 -4919
H - I
1845 -3698
Top
ord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
D - E 2828 - 5693
I - J
11 - 9
Bot c
Web
iord 2x6 SP #1
2x4 SP #3
E - F 2828 - 5693
Nalir
ote
Maximum Bot Chord Forces Per Ply (Ibs)
Nail
� hedule:0.128"x3", min. nails
Chords Tens.Comp.
Chords
Tens. Comp.
Top ,hord: 1 Row @12.00" o.c.
B - P 3393 -16M
M - L
4994 - 2491
Bot ord: 1 Row @ 12.00" o.c.
Web • 1 Row @ 4"o.c.
P - O 3377 -1680
'
L - K
3377 -1679
Use qual spacing between rows and stagger nails
O - N 4994 -2491
K - I
3393 -1683
in ea
h row to avoid splitting.
N - M 5702 -2840
Loa ing
#1 hi 7-0-0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
supports jacks with no webs.
Left I Ivg. -0-0 with
T
.1gt�'9fl917i7y�
<.'r,
P - C 316 -72
F - M
247 290
and
080 ovks
ks have?-0-0 setback
r overhang.
,;' t"
�!�"
C O 1765 - 872
M - G
786 374
with
0-0 cant and 1-0-0 Right side jacks
RCN a"i�1
O - D 480 - 739
G - L
481 742
hav
overhang.
7-0-0 setback with 0-0-0 cant and 0-0-0
" no 047182
* * =
D - N 804 - 388
L - H
1764 - 872
E - N 245 - 283
H - K
317 72
Wlnii
ti*
N-F 13 -11
and reactions based on MW FRS.
ARM a OF 18 6EU IONOA 91 VBD89 SS F7
tbts d slag has 6eea dut"Velwlry_ flgo_d aU sealed by
-Marti Matt Wn ,PE (1:L'l&:_UM4 ha the daWsft i
<a using."44tss,imk.io°.d
,Panl`l raides,at ibis.4wanmt ae rae roashlixe.'rigned
aiM sealed aed'.she Ss0-1 autheaikaaoa rode4.M k
vaii&a on any elertiwkcooiis. '
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus "sere l�ire extreme care in fabricatin , handlin , shi in , Installin and bracin . Refer to and f Ilow the latest a Rion of BCSI Building
Com nni Safety Information, by TPI lanr� SBCA) for sal ttty I ractices prior to performing these functions. Installers s � ligrovide to porar unev
brad! 'g per BCSI. Unless noted o herwise,top chord sha I�la a properly attached structural sheathing and bottom c or s all have a proper y
attached ri id ceilin Locations shown for rmanent lateral restraint of webs shall hay. bracin? installed per BCSI sections B3, B7 or B10, orr nuenrs, u
as applicable. App�y plates to ach face of truss and position as shown above and on the Join Details, sinless noted otherwise. hefer to 1'
dr'a gs 160A-Z for standard palate positions.
Alpin , a division of ITW_Buildina-Component5 Group Inc.. shall not be_r%ponsible for any deviation from this drawirk%any failure to build the
0027
I FROM: JAH 91 / T19 /SPEC Qty. 1 4EH6 Ha den-2 050""H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 255.5 lb, Truss label: A9G / ... 04/1812019
10
10"
118° T"1422"1
24'10"14
328
39'8"131
304 312°2
3510"70 3289
813 10"9
3109 T51015
12 =5X6 T�
!
T
5
c8X10 �3X4 =7X8
E F TC3
=3X4
G H
916X8(R)
I=
4 J
v
o13X4C
_o
T�'
ZI
K=4X16(83)
M-4X6AA1)B
T Sc
R Q P O N
M
1112X4 =5XI2
=1-10710 =4X4 =5X8 =H0710 =4X6
1112X4
SEAT PLATE
REQ.
SEAT PLATE REQ.
39'8"
h1'
5'8"14 5'1"2
3'6"4 3'2°2 3'5"19
4'0"5 3'10°9
3'8"13 62°4
5'8"14 1010"
14'6"4 iT8"7 21'2"1
25'2"6 29'0"1.
329"12 39'
39`3"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria
A Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.477 G 990 240
Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.884 G 534 180
U 2735 / / / /1565 /-
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.110 D - -
K 3740 /- /- !- /2167' /-
Des Ld: 37.00
XP: C Kzt: NA E
HORZ(TL):
0.205 D - -
Wind reactions based on MWFRS '
NCBGLL: 0.00
Mean Height: 20.54 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0
U Brg Width = 8.0 Min Req = 1.6�
K Br Width 8.0 Min Re 1 !
Soffit: 2.00
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES Max TO CSI: 0.531
=
g q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.878
Bearings U & K are a rigid surface.�9
Bearings U & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: No Max Web CSI: 0.816
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply
Chords Tens.Comp. Chords Tens! Comp.
GCpi: 0.18
Plate Type(s):
I
Wind Duration: 1.60
WAVE, HS VIEW Ver: 18.02.01A.0205.20
A - B 11 -10 G - H 4066 1 -6971
Lumber
B - C 1800 - 3154 H -1 3779 6498
Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1:
C - D 1713 -2975 I - J 3189 -5500
Bot chord 2x6 SP #1
D - E 1708 -2973 J - K 2599 -4483
Webs 2x4 SP #3 :W4 2x4 SP #1:
E - F 3607 - 6230 K - L 11 -10
F - G 4060 - 6971
Naiinote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25)
TO: From 55 plf at -1.00 to 55 plf at
21.17
TO: From 28 pif at 21.17 to 28 pif at
32.67
TO: From 55 pif at 32.67 to 55 pif at
40.67
BC: From 4 plf at -1.00 to 4 plf at
0.00
BC: From 20 plf at 0.00 to 20 plf at
21.17
BC: From 10 plf at 21.17 to 10 pif at
32.64
BC: From 20 plf at 32.64 to 20 plf at
39.67
BC: From 4 pif at 39.67 to 4 pif at
40.67
TC: 169 lb Conc. Load at 22.60,24.60,26.60
TO: 162 lb Conc. Load at 28.60,30.60
TO: 369 lb Conc. Load at 32.64
BC: 1484 lb Conc. Load at 21.17
BC: 126 lb Conc. Load at 22.60,24.60,26.60
BC: 124 lb Conc. Load at 28.60,30.60
BC: 492 lb Conc. Load at 32.64
Wind
Wind loads and reactions based on MWFRS.
4601650P 18 6E'SE10894A 911f,BD.89 55!^.7
UW dr i*9 bas' bM e1Wm0ka11V,s199ed add waled by
Matwel`Mattlftiy P.6, Qi.�a id=1 de the. daie MWd
=aE .;.KaSft(ri'alM1emiutitn Gale.
rs d &V1. of 0% Aemm- .1 nut sid.Wd dp�ed
and sealed apd''tm SM-1 a5d n tl[atioa toda;mea,"
vartled on atW ekmdok ropitc _�
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
28M -1641
P - O
6555 - 3820
T - S
2687 -1643
O - N
5597 - 3252
S - R
5369 -3094
N - M
4103 ,-2376
R - Q
5371 -3096
M - K
4118 -2378
Q - P
6306 - 3655
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
T-C
49 0
G-P
103 -108
C-S
92 -180
P-H
519 1 -299
D - S
2142 -1187
H - O
393 -550
S - E
1907 -3288
0-1
1143 -668
R-E
49 -26
I-N
618 -943
E - Q
1175 - 698
N - J
1778 -1035
Q - F
472 -738
J - M
286 -38
F - P
885 - 539
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fyabricatintl, handlin�ih�ip�in s, ingtalling and bracing. Refer to and follow the latest Viti?n of BCSI.(Buildint Safety Informationb_tTPn SBCA) sachcespoor toperfmingthesetunchon.Instal erhs ai rovBCSI. Unlessnoto hevnse,top chorshave properlyattached structural hehingg and bottomc svid ceilingg. Locationsshown for permannt latal restraint of webs shall have bracingp ins7alled p r BCSI ctiB3B7 or B10e.A. patestoeach faceof trussand Doen as shown above and on the JoinC Details, un�ess noted otherwise. kiefer to
a division of ITW B ildin Components Gr�pp ino. shell not be re�ponsi Is for any deviation from this drawinA,an failure to build the
confQlr�manca wdh (iS P1 1,, or for haantllpnp shi�pmst, inst�llatlon acn bracino Pf trusset A seal on thi? rttaw�nq or W e rspuiiabiBt this ct hwina, indicafes accet tance f fhr mess onal en ne0rin6 re eon ability so ely for the des gn shown, y
se of t is raw ng or any s ructure s e responsibilitf 1 the ufid�ilg Desigrfor per ANSIRPI 1 Sec.2.
J urreY
ompnuerrrs, uc
Job
SEQf�,i 704515 / T16 /HIPS Wgt 103.61bs Truss LebeL B1CS00027 / 04/18/2019
FRO�Ij. JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
P(y
4'9"14 9' 12'B" 16'10"2 21'0"8
4'9"14 4'2"2 3'8" 4'2"2 4'2"6
=4X4
c�
v
=4X4(B2)
1
=bx6 =_UAU
SEAT PLATE REQ.
21'0"8
I
9'
3'14
8'6"4
1
Loading
Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL
) 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCD
7.00
Seed: 160 mph
P P
Pf: NA Ce: NA
VERT(LL): 0.058 H 999 240
Loc R+ ! R- ! Rh / Rw / U / RL
BCL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.109 H 999 180
B 858 /- / 1480 /520 /135
BCD
1: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.025 H - -
G 783 /- !- /406 /468 /-
Des
�� ' 37.00
EXP: C Kzt: NA
HORZ(TL): 0.047 H
Wind reactions based on MWFRS
NCB
LL: 10.00
Mean Height: 20.16 ft
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Soffil.1
2.00
TCDL: 4.2 psf
BCDL: 5.0P sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.289
G B Width = - Min Re q =
Load'
uration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.491
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Spa
g: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.149
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
! er
Wind Duration:1.60
WAVE
VIEW Ver: 18.02.01 A.0205.20
A - B 23 0 D - E 814 -1068
B - C 1039 -1529 E - F 831 -1189
Lum
',ord
C - D 860 -1227 F - G 986 -1430
Top
2.4 SP #1
Bot C
Nord 2x4 SP #1
Web
J 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
:Rt V,edge
2x4 SP #3:
Chords Tens.Comp. Chords Tens. Comp.
Han
rs /Ties
B - I 1377 - 913 H - G 1265 - 834
(J) H
nger Support Required, by others
I - H 1088 651
Win
Maximum Web Forces Per Ply (Ibs)
Me m
er design based on both MWFRS and C&C.
Webs Tens.Comp. Webs Tens. Comp.
C -1 291 - 320 H - E 268 -132
D - I 306 -142 H - F 255 - 227
D-H 106 -104
400165OF1B 6E1E 10 89 9A 911F,BD.895SU
Jbif do Ng tat been elemaitaip dgaed.and'fw1eA,by
'hta�mel'Mardnitj P.E.(FL l8.: 618t) oa.the date',siown
ubwe ush�p a SHd•SbaNuurcniwi wde.
'Pfhntd.'fgdef dAhli eoum�ent ate naf iouftdnM sKneA
-ind ieaied wd.the'M-1 aidbeadcidon tode.mast be
an,'mbied on aeletlronittoPits. '
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, hand in , sh, in , inglalling and bra in Refer to and fgllow the latest Vitir�n of BCSI Building
t Safety Information, by TPI and SBCA) for s>�f@ty �ractices prior to perfoiming these f�nctions. Instal ers s dal provide to porar
BCSI. Unless noted otherwise,top chord sha I have properly attached structural sheaf ing and bottom c or shall have a ►tropany
�id ceiling. Locations shown for permanent lateral restraint of w bs shall have bracing ms ailed p r BCSI sectipns B3, 37 or p10,
e. App7� plats to each face, of truss and position as shown aoove and on the JoinC Details, un�ess noted otherwise. ktefer to
50A-Z fo an and plate positions.
J arrey
o:rrpnrierr:,
any
T ,
SEQN: 704619 / T10 / HIPS Ply: 1 Job Number: 360SO0027
FROM: JAH Qty: 1 4EH6 Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wg1 112.0 Ibs Truss Label: B2G .. / ... 04/1812019
L 7' 10'10" 21'0"8
r 7' 3'10" 3'10" 64"8
o5X8 1112X4 = 5X8
C D E
12
5 p
io
to
4X6(Al) B F=4X6(B1
1 a�� A
J 1 H G
SEAT PLATE REQ.
1114X4 =7X8 1114X4
21'0"8
1, 7'1"12 3'8"4 3'8"4 6'6"4
T1"12 10'10" 14'6"4 21'0"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
D
Mean Height: 19.74 ft
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks at left end and 6-4-8 jacks
at right end. Jacks have no webs.
Wind
Wind loads and reactions based on MWFRS.
N
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.127 D 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.238 D 999 180
J 1614 /- /- /- 1967 /-
Snow Duration: NA
HORZ(LL): 0.034 G - -
F 1590 /- /- /- /932 /-
HORZ(TL): 0.063 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 8.0 Min Raq = 1.9
Bldg Code: FBC 2017 RES
Max TC CSI: 0.568
F Brg Width = - Min Req = -
TPI Std: 2014
Max BC CSI: 0.704
Bearing J is a rigid surface.
Rep Fac: No
Max Web CSI: 0.252
Bearing J requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs
Chords Tens.Comp. Chords Tens)
Comp.
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 23 -21 D - E 20111
1 3429
B - C 2026 - 3418 E - F 1904
' - 3205
C - D 2011 -3429
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 3099 -1813 H - G 2912 -1699
I - H 3133 -1825 G - F 2886 -1694
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Conip.
C -1 662 -222 H - E 646 -390
C_ H 370 - 233 G - E 461 -106
D - H 444 - 446
4401650E 30 6E fE1089 BA 821f;BD8955 Fa
mis,&ammr bN 6 ditVW.QJ tlgxd atojea ed+E9
.Malmel'MartfiTy..VE.6��lG.tiilBlY on itie Aate'i9ovia
.a4"ve asinri SPIN-1La1ba9tirWon toile.,
kkAk npix,d .at■ �armm are, ii.—dd,.d'sitt-d
anA baled and.the 91A-1.edhed7iatioa�io0e•must-be
vilifeA on aNy electron&ioplasi
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q .re extreme care in fabricating, handlin , shiopinD, installing and bracing. Refer to nil f9llow the latest e�iti�n of BCSI (Building
tafety Information, by TPI en SBCAA) for s f ty taa�ractices prior to perfo ming theseafunotions. Installers s a1 pr vide tefiporanr
BCSI. Unless noted to herwlse,top chord sha�leh-1 a properly attached structural sheathing and bottom chord shall have a properly
aid ceilingg. Locations: shown for permanent lateral restraint of w bs shall have bracingp installed per BCSI sections B3, B7 or p10,
ire. AM Dlates to each face of truss and Dosition as shown Ave and on the Join f Details, unless noted otherwise. Wefer to
uney
ompnirenrs, uc
SEQN1 686472 ! T33 / COMN Ply: 1 Job Number: 360S00027
FROM! GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
Wgt: 36.4lbs Truss Label: L1
5'
10,
r 5' { 5'
A I7 C=4X6
III a^"
DRW:
... / ... 04/18/2019
G
1
I
i
SEAT PLATE REQ.
1
5
10'
5'
10,
SEAT PLATE REQ.
-I-1'
Load
!Ing Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefllCS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL
1 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCD
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.016 F 999 240
Loc R+ ! R- / Rh / Rw / U / RL
BCLL
I'
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.023 F 999 180
B 433 / / /272 /205 /79
BCD
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.005 F - -
D 433 /- /- /272 /205 /-
Des
37.00
EXP: C Kzt: NA
HORZ(TL): 0.007 F
Wind reactions based on MWFRS
NCB
LL: 10.00
Mean Height: 15.00 ft
Code / Mise Criteria
Creep Factor: 2.0
P
B Brg Width = 8.0 Min Req = 1.5
Soffit
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
BldgCode: FBC 2017 RES
Max TC CSI: 0.320
D Brg Width = 8.0 Min Req = 1.5
Load
Duration: 1.25
i
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.213
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Spac
g: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.078
Top Chord Forcesr Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)!10(0)
Mfg Specified Camber:
ChordsMaximm
Tens.Comp. Chords Tens. Camp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 19 0 C - D 810 -638
er
B - C 809 - 638 D - E 19 0
Lum
Top 1
Nord 2.4 SP #1
Sot c
lord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Web
2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Win
B - F 575 -620 F - D 575 -620
Mem
er design based on both MWFRS and C&C.
i
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 206 -48
4001650F1B GE 1E 10899A 931E BD84 SS F7
I'll drr 119 4as tM ekmoaicrp ftmd art! -wale by
hlaswel'Martine:, _M O;L t&. MA2) oo tce date`s9opm
,0uAgtiSNNLbaUrt"ticrtinn
-Tfm-ed e"idee ,n1'011 4.m ale lluT taaiidmd OPM
anA sealed �.tne9fA-S amMaticaiioa code: mast De
vuNied on anyelectraolciopies... .. ..
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a require extreme care in fabricating, handling, shippin ,installing and bracin . Refer to and follow the la est edition of BCSI (Building
Went Safety Information, by TPI pnd SBCA) fbr safety �ractices prior to performing these functions Installers shall provide terhporary urreY
er BCSI. Unless noted oythenxlse,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro
pperly
Sri id ceilin .Locations shown for ermanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3, B7 or 910, om aterrrs,ec
Icab�e. App plates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. Ptefer to P
Is 160A-Y fo standard plate positions.
a division of ITW_ Buildin.a ComDonents Group Inc. shall not be resDonsibie for anv deviation from this drawina.anv failure to build the
SEQN: 704528 / T43 / HIPS Ply: 1 Job Number: 36CS00027
FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 47.6 Ibs Truss Label: L2G / ... 04/1812019
3' { 5' 7'
3' 2' 2'
12
4 III 4
C=4X6 =4X6 E
M=2X4(Ai) B
A
J I H
1112X4 =3X8 1112X4
SEAT PLATE REQ.
10,
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7.10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category:11
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height:15.00 it
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 3-0-0 setback
wfth 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 3-0-0 setback with
0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
10,
3'
T
F=2X4(Ai) r
=\ G r
7�
SEAT PLATE REQ.
3'1"12 1'10"4
2
1'10"4
3'1"12
1,�
3'1"12 5'
6'10"4
10,
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.023 D 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CQ: 0.042 D 999 180
B 493 / J- /- /241 /-
Snow Duration: NA
HORZ(LL): 0.006 H -
F 493 / /- /- /241 !-
HORZ(TL): 0.011 H
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.094
F Brg Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.172
Bearings B & F are a rigid surface.
Fee: No
Max Web CSI:
Bearings B & F require a seat plate.
FT/RRep
Mfg Specified Camber:
Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s)10(0)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 18.02.OtA.0205.20
A - B 19 -14 D - E 430 -986
B - C 390 -885 E - F 390 -885
C-D 430 -986 F-G 19 -14
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 818 - 353 I - H 830 -351
J -1 830 -351 H - F 818 -353
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-J 80 0 I-E 176 -88
C-1 176 -88 H-E 80 0
D - I 99 -116
_. .._
4001650F.18 SE SE 10699A 91 ]F BD89 SS'FT
nds:Arawin6 eM tieea' tla"adrMV.flgaaA.,"A sealeA Dy
Mmael'MirA,w;`P.E, iFL'Lk. tAr= wtbe Aate'shomd
aws<asini stw uiwonic.6a ,i.
Psimrd'en�ks o< sMs Ienaarm .1 W.funddeid ironed
•aiiA sealeA eaA-.rice" sw i at,, a nadoa',�"Ae mint Ud
. ,: ,.... ,,...,. ,-
wBied "nare eksvw@ [aples:
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fahricatina, handlin , shinpI , ingtalling and brac!n : Refer to nd fpllow the' latest a ition of BCSI Buildin99
Component Safety Information, by TPI aria SBCA) for s�tetyracbces prior to performing thesenctlons. Installers s �II provide to porar / u,ley
bracing per BCSI. Unless noted o herwise,top chord sha I ha a properly attached structural sheaf in, and bottom chor shall have a propper y `J
attached rigid ceilin . Locations shown for permanent lateral restraint of w bs shall hav bracing inalled p r BCSI secti ns 93, B7 or B10, o n nrret �c
Srs agplicabie. ApO� plates to each face, oftrussand position as shown a�iove and on to Join Details, un�ess noted otgierwise. Refer to P
awings 160A-Z fo s an and plate positions.
Alpine, a division of ITW Buu!I intLComponrnts Greflp inc�,shall not be responsifile for any deviation from �hls drawin�l,any failure to build the
ttruss Inqpnfsrmance with AI�S PI 1, or or an lin� s li)pinst, instillation an bracino of trussejs. A tea on thig cfiaw nj, or qp arsufiabill
listin this wing, indicates acceptance of pr #ess n n neerinq respon l i IMI so el f r the des gn sho n.
and use of this drawing for any structure is me responsibility of the Buii 19 Designer per yANSIRPi 1 Sec.2.
r-nr mnm infnnnatinn aea this inb's neneml nntAn nano and these web sites: ALPINE: mm.alainaftmoorn: TPI: www.toinsLora: SBCA: www.sbeindustmeom: [CC: www.icrsafe.ora
SEO 704627 / T12 / HIPM Ply: 1 Job Number: 36CS00027
FRO � JAH City: 1 4EHB Hayden-2605 "H" OL /DR Hoiton /4EHB Hayden-2605 "H" OL DRW:
Wat: 88.2 Ibs Truss Label: MEG / ... 04118/2019
5'9"8 9111"8 13'8"4 i_ 17'8"8 Ji$'
f 5,9"8 '+' 4.2" T 3'812 14'0"4
=3X4 1112X4
N
[O
N _
1 Es I
SEAT PLATE REQ.
5'11 "4
r 1 5'11"4
1112X4 =bX6
18' —
3'8"12
9,8„
=bX1 u
4'0"4 + 474
13'8"4 17'8"8
N
T
1 zo
N
Load g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL ' 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in lop Udell U#
Gravity Non -Gravity
TCD .t 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.116 J 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLLJ 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.216 J 984 180
B 1190 /- /- /- 1567 /
BCDI 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.028 H - -
G 1233 ! /- /- /566 !-
Des 37.00
EXP: C Kzt: NA
HORZ L
R ): 0.053 H
Wind reactions based on MWFRS
NCB LL: 0.00
Mean Height: 15.00 it
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Soffit] 2.00
TCDL: 4.2 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.357
G Brg Width = 3.0 Min Req = 3.0
Load uration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.551
Bearings B & G are a rigid surface.
Bearing B requires a seat plate.
Spac g: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.839
Maximum Top Chord Forces Per Pie (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 19 -14 D - E 965 -2117
Lum er
B - C 1307 -2816 E - F 965 -2117
C - D 1325 -2902
Top ;hord 2x4 SP #1
Bot c ' ord 2x4 SP #1
Web' 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
:Rt B Baring Leg 2x4 SP
#3:
Chords Tens.Comp. Chords Tens. Comp.
Loac ng
#1 h! I supports 5-9-8 jacks with no webs.
B - K 2630 -1206 J -1 2900 -1344
K - J 2660 -1211 I - H 138 -75
Win
Maximum Web Forces Per Ply (Ibs)
Winc oads and reactions based on MWFRS.
Webs Tens.Comp. Webs Tens. Comp.
C - K 412 - 65 E -1 326 - 395
C - J 271 -128 I - F 2203 -990
J-D 129 0 G-H 71 0
D - 1 429 - 885 F - G 858 -1506
4001656E 186E1E10899A931f,OD,99 SS'rI
Tbtr Atawfug bas:6een NeattoalallydgoeA an?,seaiedop
MarwN' Maniney-FE"Qi.�LIc,'LTnt?i w i6e dM�e' �Govm
a0uveesin7 a SHPd'aulhtniheti"n aerie
VIGa.A riµder "f M1k A nmie"t ar m'.lms6lnM ep d
=d sealed eod tbe'StAiault Aik,t,ab.rode-mnst'be
vetU&d on anV ekttr"n&oDiet. .•.
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus s require extreme care in fabricating, handlin , ship m , in tallin and bracin . Refer to and follow the latest editi n of BCSI (Building
Com nent fety Information, byt TPI and SBCA) for f pty �ractices prior to perforsming these f�nctions. Installers sha r vide terYi rary urrc�
brace g per B St. Unless noted o herwise,top chord shallave properly attached structural sheaf ing and bottom chord s all have a rope y
attac{iI,d rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing mslalled pnr BCSI sections B3, B7 or 810, vn arrenrs, uc
as app icable. App� plats to each face of truss and position as shown above and on the Joint Details, un ess noted otherwise. kiefer to p
drawings 160A-Z fo scan and plate positions.
Alpin , a division of ITW B{1itddincgLCComponents Gr4pp in .,shall not be reppponsibIs for any deviation from this drawing,any failure to build the
ttruss ifr Conformance with AIdSl P1 1, or for handlinshippin installaUbn and bracing of trusses. A seal on the crrawmu or cover page
listin this drawin11 indicattes acceptance of pro)ass ional engineering reconibility solely for the design shown. The suitability
and se of this r7�awing for any structure is me responsibility of the guilding Designer per ANSVrP11 Sec.2.
SEQN: 704621 / T18 /MONO Ply: 2 Job Number: 36CS00027
FROM: JAH City: 1 4EH8
Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 37.1 Ito Truss Label: MGi .. / ... 04/18/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00 .
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
4'2"l5
4'2"15
=2X4()
F
SEAT PLATE REQ.
f 4'1"3
41.3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.95 ft
TCDL: 4.2 psf
BCDL: G.0 psf
MWFRS Parallel Dist: h12 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 it
GCp!: 0.18
Wind Duration: 1.60
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.25" o.c.
Webs :1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 pif at 0.00 to 55 plf at 7.00
BC: From 10 plf at 0.00 to 10 pif at 7.00
BC: 164 lb Conc. Load at 1.09
BC: 1590 lb Conc. Load at 3.06
BC: 783 Ito Conc. Load at 5.06
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
7'
7'
2'9"1
2'10"l3
7'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.015 E 999 240
VERT(CL): 0.027 E 999 180
HORZ(LL): -0.005 E - -
HORZ(TL): 0.009 E
Creep Factor: 2.0
Max TC CSI: 0.175
Max SC CSI: 0.506
Max Web CSI: 0.387
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lac R+ /R- !Rh /Rw /U /RL
F 1509 /- /- /169 1908 /124
D 1484 /- /- /166 /914 !-
Wind reactions based on MWFRS
F Brg Width = 8.0 Min Req = 1;51
D Brg Width = - Min Req = - 1
Bearing F is a rigid surface.
Bearing F requires a seat plate.
Maximum Top Chord Forces Per Ply (I a)
Chords Tens.Comp. Chords Tens! Comp.
VIEW Ver: 18.02.O1A.0205.20 I A - B 764 -1252 B - C 20 -29
AQ 01 Yi5 OF 18 6E ZE 10 699A 911F: BD 89 SS F,7
16isarawNg bas.been'tlecuaNcalry;flrgee.aM;tealte',6y
MatmN�Maniney-PE.'pi. lif:: M7164 on.0ie date`sho
A g:um•twu a• tout.
Pdmtd t ga.'.f.'hk'iuzim' ate'nste.W6"d tk d
and'.Med mA'tbe' awl anllRNicatloo mQe.mmt'D2
vuifiea op airy ek(trwr[ tnpies:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens: Comp.
A - E 1151 -697 E - D 1097 -666
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E - B 1017 -580 C - D 60 -28
B - D 777 -1279
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q iire extreme care in fabricating, handlin , sh,p In , installing and bracin . Refer to and fellow the latest editi n of BCSI (Building
t S fety Information, by TPI pna SBCA) for s�tatyractices prior to performing these functions. Installers sh��.provide tefnporaryi
BS1. Unless noted otherwise,top chord sha I ha a properly attached structural sheathing and bottom cnor snail have a pro pper y
,A,d,�id ceilingg. Locations shown for perrttanent IatQral restraint of webs shall have bracing installed p r BCSI sections B3, B7 or 610,
. _ All plates to each face of truss and position as shown above and on the Join[" Details, unless noted otherwise. ktefer to
Of
i vi 1; or for n
acceptance
any structure
'faailure�tto build the
Wn r The rsuifability
/ uney
✓ ompnuenrs, tc
SEQN I704629 / T25 / VAL Ply:1 Job Number: 36CS00027
FRO , JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wat: 15.4 Ibs Truss Label: MV1 .. / ... 04/18/2019
I
i
Loal
TCL
TCE
BCL
BCC
Des
NCE
Soff
Low
SDaI
V`t
12 ra
4'1 "14
4'1 "14
4'1 "14
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or'=PLF
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
D' 75 /- / 145 /28 /14
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.004 C
Wind reactions based on MWFRS
37.00
EXP: C Kzt: NA
HORZ TL : 0.005 C
( )
D Br Width = 49.9 Min Re
g q
Code / Misc Criteria
10.00
Mean Height: 20.68 ft
g
Creep Factor: 2.0
Bearing A is a rigid surface.
2.00
TCDL: 4.2 psf BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.151
Maximum Top Chord Forces Per Ply (Ibs)
ation: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.146
Chords Tens.Comp.
24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.088
A - B 26 -64
Loc. from endwali: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.OtA.0205.20
Chords Tens.Comp.
A-C 127 -1
Top 40ord 2x4 SP #1
Bot c ord 2x4 SP #1
Web 12x4 SP #3
Mem er design based on both MWFRS and C&C.
Ai onal Notes
See I �WG VAL160101014 for valley details.
4001 a Or 15 GE1E 1099 9A911F:BD 8955 F7
Ibisdminr bas baa' destroNcalN siptil'. aM staltd by
-Manuel Martine:, P.E_'(FL11, IR1871-.[fie. date '.ib-
-ubare usb,r a SHA1'eullnutrtalivu talc.
pd.ed i,*. .nt ibk'den.Aeaa are nur t"nrideted tieued
'and sealed aad.tts SHA-1 aWtestinden tndemust"be
�au8ka on am ettttr"nit topks: ,.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 166 -93
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus s require extrem a care in fabricating, handling shippin , inptalling and bracin . Refer to nd fgllow the latest editi n of BCSI (Building
Com nent Safety Information, byt TPI an SBCA) for salt ty (�ractices prior to performing these t nctions. Installers shaI? rovide teMorary u,tey
brace, g per BCSI. Unless noted o herwfse,top chord sha lenave properly attached structural sheat !n and bottom chord siiali have a pro eriy
attac(ed ri id ceilinp. Locations shown forfpermanent lat@ral restraint of w�bs shall have bracintq ins ailed per BCSI sections B3, B7 or 910,
�s a .pllcab�e. AppT lat s to each face o truss and position as shown ove and on the Join Details, unless noted otherwise. kefer to o:nponenrs, lu
rawlpgs 160A-Z forystan �ard plate positions.
Alpin , a division of ITW Build!n�qComponentsg Gr q1Vp in . shall not be reepponsi le for any deviation from this drawin ,an failure to build the
truss en conformance with ANSUfP1 1, or for hantllin s�ippm installation an bracmp of Cruses. A seal on this d�raw�nq or cover pa e _ _
listing this hawing, indicates acceptance of pr�)esslona� �ngineerinq re gpon§ibility solely fqqr thee design shown. The sul ability
and Nse of this drawling or any structure is the responsibi ity of the uild�hg Desigrfer per ANSVTPI 1 5ec.2.
SEQN: 704631 / T27 / VAL Ply: 1 Job Number: 36CS00027
FROM: JAH City: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 11.2 Ibs Truss Label: MV2 / ... 04118/2019
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 21.10 It
TCDL: 4.2 psf
BCDL• 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
12
5 F-,7-
B
A=3X4(D1)
_T
T
T
j 2'1 "14 M
L_ 2'114
2'1 "14
Snow Criteria ft,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
DefIICSI Criteria
PP Deflection in too Udefl U#
VERT(LL): -0.010 B 999 240
VERT(CL): 0.011 B 999 180
HORZ(LL): -0.003 B
HORZ(TL): 0.004 B
Creep Factor: 2.0
Max TC CSI: 0.040
Max BC CSI: 0.085
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001650F SB SESE10894A931F,BD 8955'Fi
IWI&aftg bacbeen' deem rplfq 51rae0..4s Mld;Dp
.Malwel'Mi"Foes�•.PE. {H.�LI[. fdrl8t)- a ttie date'sboem
.eevee."sr„r: snn•SmvKwi�e+im gate.
�anG sealed mld tire%W1 a.tAkotriatroe Oft,uiuit'be
'e"BreE on aao,erecvonk eopres. . , •.
♦ Maximum Reactions (Ibs), or'SPLF i 1
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D' 75 /- /- /42 /21 /11
Wind reactions based on MWFRS
D Brg Width = 25.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lb )
Chords Tens.Comp.
A-B 0 -17
I
Maximum Bot Chord Forces Per Ply (Ills)
Chords Tens.Comp. !
A-C 59 -1
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extra a care in fabricating, handling, shippin , ingtalling and bracin Ref r to rid fgllow the latest edlti n of BCSI (Building
t Safety Intpormation, by TPI pnr7 SBCA) fbr s�tgty �ractices prior to perfo�m!ng t iese motions. Installers shal�_pr vide tel'npora, i U1ey
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheat in q and bottom chord s 'a have a propper y
aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, om. nuenrs, uc
le.a AppT�r platgs ;o each face, or truss and position as shown above and on the Join C Details, unless noted otherwise. kefer to r
a division of
failure to build the
u ri r cTq a rfui�ability
SEQ 1704587 / T14 / EJAC Ply:1 Job Number: 36CS00027
FRO GLM Qty: 22 4EHB Hayden-2605 "H" OL /DR Hortbh /4EHB Hayden-2605 "H" OL DRW:
Wgt: 22.4 Ibs Truss Label: EJ7 / ... 04/18/2019
Des
T )
SEAT PLATE REQ.
7'
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl UA
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.015 D
37.00
EXP: C Kzt: NA
HORZ(TL): 0.025 D
Code / Misc Criteria
10.00
Mean Height: 19.74 ft
Creep Factor: 2.0
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.497
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.362
24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 4.50 It
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCp!: 0.18
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
Wind Duration: 1.60
WAVE
Top�hord 2x4 SP #1
Bot Nord 2x4 SP #1
design based on both MWFRS and C&C.
4001 a or is 6m 10999A911F BD 89 SS FT
Tt 9ntving ➢M 6eea' eleRroatmR� sig-4 d sealtA 4
MatwN-Mirtinefj`VE, anQi;"lit. W71H2) oa the date'.sum
bE*Ve ash,g a SWllwtaeulneline rode.
pdmel'.Oes d ihf% d_.M' are nnr,(os&krcG drned
sand sealed wd.the 'MA-1 aMheatiiadoa code`,mest'De
vuGFeC on aria elemonk ioptes. -•. .. ..
C
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 334 /- /- /234 /169 /174
D 126 !- / /98 /25 /-
C 169 /- /- /63 /155 /
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 65 -127
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingq, han lin , shi pin ,installing and bracin . Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI pnc7 SBC )for s lety {�ractices prior to performing these functions. Installer sha!I r vide temporary
BCSI. Unless noted oytherwise,top chord shad have properly attached structural sheathing and bottom c�iord sl�al have a properly
id ceilingp. Locations shown for Dermanent lateral restraint of wBbs shall have bracing insulted per BCSI sections B3, B7 or 910,
e.. App7y platgs to Bach face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to
c0dnformanceTw h�NSI/� P/ 1 or fore
this drawing indicates acceptance
se o this drawing for any structure
Glley
may// orrponents,=
SEQN: 704607 / T22 / EJAC Ply: 1 I Job Number: 36CS00027
FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 23.8 Ibs I Truss Label: EJ72 .. / ... 04/18/2019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
C
12
5 p
CM
C9
M
O
B
2X4(A1)
T
4't
1
A
D
SEAT PLATE REQ.
�— 7'
2'
7'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.54 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 it
GCp!: 0.18
Wind Duration:1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udefi U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.012 D
HORZ(TQ: 0.020 D
Creep Factor: 2.0
Max TC CSI: 0.472
Max BC CSI: 0.352
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001650F Sa 6EIE10899A911f_BD8955 ra
"1bU Grawiar bas been elemniealk:dv," aed-.sealed,br
Marour'Mari3IF6L ti17182)''da the date`Mm
abmensinde Sf V'1'auNvnicn�lin aWe
WiaieA'ialder at ibis°danmiim arr nm�(undd.rcd aidned
'and ieated and'.tae" 4W1 audmatriaile6ao'de, m 0' be
'.vnllie0 on amrekmonu tapes. ..... .
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+. /R- /Rh /Rw /U /RL
B 402 /- !- /308 /222 /194
D 124 I- l- /96 /19 I
C 162 /- !- 156 /147 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 44 0 B-C 62 -125
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care In fabricating, hand in , shippin , ingtalling and bracing. Ref r to rid follow the la est %tign of SCSI (BuiI
t S fety Information, by TPI pnr7 SBCA� for suety �ractices prior to perfo ming t�ieseinctlons. Installers s al pr vide telhr�o
B8SI. Unless noted otherwlse,top chord sha I have properly attached structural sheaf in and bottom chord shah have a (3ro
]]id ceiling Locations shown for Dermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or
)le. App7 plat s to each face of truss and position as shown above and on the Joint Details, Unless noted otherwise. kefer to
60A-Z forYspandeard plate positions.
Of
gild the
suiPability
aneY
ompnnenrs, uc
SEQN:� 704530 / T29 / EJAC Ply: 1 Job Number: 36CS00027
FRO JAH Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
Wgt: 19.6 Ibs Truss Label: EJ6E
315
SEAT PLATE REQ.
C
DRW:
I
I
N zp
CV
04/18/2019
11 �'
5,9118
519118
J
Load
hg Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in,PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL
: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCD
t 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- ! Rh / Rw / U / RL
BCLL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
B 288 / / /214 1124 /98
BCD
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.008 D
D 102 /- /- /79 /15 /-
Des
37.00
EXP: C Kzt: NA
(T ): 0.014 D
HORZ L
/60 /93
C 136 / /- /
NCB
LL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit
I 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.316
B Brg Width = 8.0 Min Req = 1.5
Load
�uration: 1.25
P
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.237
D Brg Width =1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Spac
g: 24.0 "
C&C Dist a: 3.00 ItRep
Fac: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
er
Wind Duration:1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 43 -82
Lum
Top
ord 2x4 SP #1
Bot
ord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Win
Chords Tens.Comp.
Mem
er design based on both MWFRS and C&C.
B - D 0 0
460165 of 106EU 10899A 91IF BD89 SS F7
Jlds&ardsg bas been' elmmaltalp dgmd and sealeA by
,Marcel INIMM.4-P.E. (FLIFt., fUM4 oa ttie date`,M-
-0b ,UsiMg i SOA-I' dtl tk.m16n,"dd
:Mi d iy0e1-n0fik 0—.'n ., nal ro Rmd 4¢ned
.d Soled ma.u. 4wi autbeadredia ,be
`oetn'se mi anir etecvon&iopies.• . .. , .,
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingt1, han lin , shi pin , installing and bracin . Refer to and fgllow the latest a iti n of BCSI Buiidinggg
t Safety Information, byt TPI end SBC ) for s�� ty racticas prior to performing these functions. Installer s al g vide to porar
BCSI. Unless noted o herwlse,top chord sha leha a properly attached structural sheathing and bottom c ord s all have a proper y
�id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10,
C.. Apply platQs to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
J uney
ompnnenrs, ur
any
r ,
SEQN: 686474 / T44 / EJAC Ply: 1 Job Number., 36CS00027
FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 12.6 Ibs Truss Label: EJ3 / ... 04/18/2019
4 12 C
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00 D
Des d::
Mean Height:15.00 it
.00
i TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration:1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
TLO T
1�
SEAT PLATE REQ.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
B 190 /- /- /151 /87 /57
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.002 D
D 49 /- /- /38 /7 /-
HORZ(TL): 0:002 D
Creep Factor: 2.0
C 62 /- /- /25 /43 /-
Wind reactions based on MWFRS
Code/ Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.171
B Brg Width = 8.0 Min Req = 1.5I
TRe Std: 2014
Max BC CSI: 0.0
D Brg Width =1.5 Min Req = -
Rep Fac: Yes
Max Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
FT/RT:20 0 /10 0
() ()
Mfg Specified Camber:
S
Bearing B requires a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 20. -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
400165 OF.196E1E 10699A911FRD89 SS F7
TWd—WL, has heea;Naeroaka6r'.Sir d': and sea#q,bV
Manuel'M
. urS�atiaet,PE'IFLI&: rar16s1 oa:tlie date i9ovm
diseia ibau:mrhrhn rak.
Nha.Q'rupiei of rhh '1"rumen[ ar nm.eansMeriG riEaed
.Pad iealed aad .ihe go,! wheiiii a.tode, mtiit6d
�vaBied an anV ehwook covl<[.
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> re uire extreme care in fabricatin , handdlin , shi m , in,tallin and bracin .Ref r to nd f 'low the latest eddit% n of SCSI ((Buildin
Went S fety Information, byt TPI an� SBCA) for s��eptyractces prior to perior�ming tiese unctpons. Installers�shal�prov!de terhporary
Ser BSI. Unless noted o hervnse,top chord sha I ha a properly attached structura sheathing and bottom c ordd shall have a properly
ri id ceilingp. Locations shown for permanent lateral restraint of wflbs shall have bracing insTalled per BCSI sections B3, B7 or B10,
cab�e. AppT�y plates to each face of truss and position as shown above and on the Joinc Details, unless noted otherwise. )defer to
Is 160A-Z fo s an and plate posdions.
a division of ITW_ Buildincl-Component5 GrQtlp Inr,..shall not be, repponsibie for any deviation from this drawing,any failure to build the
/ axeY
✓ o7rparenrs, fir.
EQN�
Job Number:
11
SFRO11704540 / T17 / EJAC I WgY 14.0 Ibs Truss Label: EGE 00027 I . , / 04l18/2019
FRO�,�jI JAH tatty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Load
TOLL
j TCDI
BOLL
BCDI
Des
NCB
Soffil
Load
1'6"1_2'4
1'612 5"4
12
4 � D
1112X4(-• C T T
2X4(Ai)B HB3'8 r JJ�� r
� r Ch
A E 1 !r
1112X4
F
Criteria (psft
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: ii
EXP: C Kzt: NA
37.00
Mean Height: 15.00 it
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/
24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
SEAT PLATE REQ.
2'
1 } 1'6"12 5"4,
1'6"12 2'
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in Loc Udell U#
Pf: NA Ce: NA VERT(LL): NA
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
2
Lu: NA Cs: NA
VERT(CL): NA
Ee 104 /- 1 /80 /51 /21
Snow Duration: NA
HORZ(LL): 0.000 F
Wind reactions based on MWFRS
HORZ(TL): 0.000 F
E Brg Width = 24.0 Min Req = -
Code / Misc Criteria
Creep Factor: 2.0
Bearing B is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.130
Bearing B requires a seat plate.
TPI Std: 2014
Rep Fac: Yes
Max BC CSI: 0.013
Max Web CSI: 0.034
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 19 0 C- D 0 - 5
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
B - C 7 -38
VIEW Ver: 18.02.01A.0205.20
WAVE
Lum 'er Maximum Bot Chord Forces Per Ply (Ibs)
Top iord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp.
Bot c iord 2x4 SP #1
Web 2x4SP#3 B-F 2 -1 F-E 0 0
Piati g Notes Maximum Web Forces Per Ply (Ibs)
("') 1 plate(s) require special positioning. Refer to Webs Tens.Comp.
scale,J plate plot details for special positioning C - F 111 -39
design based on both MWFRS and C&C.
4001650E 1B 6E1E 10690A 911f 8D89 SS r7
Ihbd-lft bas been' 11".1 airy sigmaaad dtabd by
m mellmudae:,, P. (FL UL t4)= 0 the date'.sbu
above A'K. wNnnic ion tRdeI
,Pd-d 1.0. efiab a&AIArW tie. not; ioaddetm dgned
and sealed a d it. MA-1 antlzxtcetioa Lode.mast be
�vuNkd on alW,ekttiwlt roPlee: - •.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q tre extreme care in fabricat!n�, handlingp, shitpin , ingtalling and bracinfq. Refer to and fgllow the la est e�ition of BCSI /Building
t aafety Information, by TPI gn SBCA) fbr s ety �ractices prior to perfo ming these �ncttons. Installer s aII pr vide tern ora
CSI. Unless noted ovherwise,top chord shad have property attached structural sheathing and bottom c�iord sliaQ have a �roperryly
,Iid ceilingp Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or p10,
e.- AppTy+ platgs tp gach face, otiPtruss and position as shown above and on the Joinc Details, unless noted otherwise. {Refer to
a division of
Joriel!
v;npo;renrs, uc
i i i 1; or for ni
acceptance
any structure
SEQN: 704581 / T11 / JACK Ply: 1 Job Number: 36CS00027
FROM: GLM City: 8 4EHB Hayden-2605 "H" OL /DR Horton/4EH13 Hayden-2605 "H" OL DRW:
Wgt: 16.8 IbS Truss Label: CJ5 / ... 04/18/2019
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.33 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
51
51
Defl/CSI Criteria
PP Deflection in roc Udefi U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.007 D
HORZ(TL): 0.008 D
Creep Factor: 2.0
Max TO OSI: 0.287
Max BC CSI: 0.178
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001650E SB 6E1E 10849A 911f:848955r7
Mp .dr bg b..beenelumisw?v slgaed a"'seal[O.4
Marwtl`Muti..'PE'CFL t&-!6182) ba the dne`sbbr
.nbave mbwga SfiN�l aaNCWkgkn Lode.
hi t.d ingles nt"bk aormimt a not,suos&ktM sgneA
and ieakd and the 6t1A-1'aNheaUmtioa.tode. must �De
;vuiritd on amr ettcvonk opks: ..
Ci
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U ' / RL
B 261 /- / /189 /133 /128
D 89 /- /- /68 /171 /-
C 117 /- /- /43 /106 /
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5'
D Brg Width = 1.5 Min Req = -
C Brg Width= 1.5 Min Req = -
Bearing B Is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 45' -100
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in f�bricat!n , handdlin , shi �In�, ingtalling and bracin . Refer to and foIlow the latest edditi n of BCSI ((Building
lent Safety Information, by TPI an� SBCA) f�r s�yacrcespr)ortoperfol�mingthesefunctions. Installers sh�IQ pr videterhporar�per CSUnlessnootherwrse,topchord sha la properly attached structual sheat in and bottom c or shag haveapropper y
O cailinpp. Locations shown far rmaneM Iataestraint of webs shallhave bracingq installed per BCSI sections 83, B7 or B10,
cableAppTY platesoeach face otptrussand posoas shown above and on the JoinC Details, unless noted otherwise. Refer o
s 160A-Z forl standard plate positrons.
a division of ITW_BuildincLComponents Grqup Inq.,shall npt be, responsible for any deviation from this drawing,any failure to build the
uney
o;npnrrents, is
any
0027
FROM} GLM97 / T9 /JACK Q y: 18.2 Ibs Truss Label:
OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
II .. / ... 04118/2019
Des
C
SEAT PLATE REQ.
5
2'
5'
Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Lac R+ / R- / Rh / Rw / U / RL
B 335 /- /- /269 1190 /149
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 D
D 86 / 1- /73 /10 /
37.00
EXP: C Kzt: NA
HORZ L
R ): 0.006 D - -
C 107 /- /- /32 /96 /-
Code / Misc Criteria
: 10.00
Mean Height: 19.12 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.395
B Br Width = 8.0 Min Re 1.5
g q =
ation:1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.169
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
GCp!: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration:1.60
WAVE
VIEW Ver:18.02.OtA.0205.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 44 0 B-C 41 -97
Top�hord 2x4 SP #1
Bot hord 2x4 SP #1
design based on both MWFRS and C&C.
400165OF186EIE 10899A91 IF:BD8955 F7
•1b1s,dn.Wg bas tieen1e ,JcWV s1g d ao8 sealtd by
m mel btafthezj-M 0% a rai54' as tie date'siowd
.above uslne � SNN•1`eattzntiertion �"Ye.
Vdmed iojdes,ei ibh leumiert eu•oai censids�ea lipld
and sealed ad AM WWI ambcadwdoa 6& mint be
viliffeE onu,p etearonit �mdas: •.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
req ire extreme care in fabricating, handlin , shippin , ingtalling and bracin. Refer to and fgllow the latest e�itign of BCSI (Building
Went �aafety Information, by TPI pnc7 SBCA} f�r s�f ty�racifces prior to perfo ming these functions. Instal er� s �I �r�vide tertm�porar�r / uneY
Ser BCSI. Unless noted otherwlse,top chord sha leha a properi attached structural sheathing and bottom c or s all have a propper y ✓
riAid ceilinggqqqq. Locations shown for permanent lateral restraint of webs shall have bracingp installed pper BCSI secti ns B3, B7 or 810, om nrrerrs fir
icable. App� plates to each face of truss and position as shown auove and on the JoinC Details, rinless noted ot�ierwise. I?efer to p
is 160A-Z fo s an ard plate positions.
a division of ITW B it in�qlComponents Gr�pp in .shall not be respponsible for any deviation from this drawing,an failure to build the
conformance with SI/TPI 1, or for handlin s; ain , instaallation and bracincf of trusses. A seal on this drawnq or cover paffe
this drawing, inrtiiicales acceptance_ of pr�tessigna gnginegring regpon§ibility solely fqr the design shown. The suitability,
SEQN: 704532 / T24 / JACK Ply: 1 Job Number: 36CS00027
FROM: JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 16.8 Ibs Truss Label: CJ5E I .. / ... 04/1812019
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
19 C'
T T10
T
T r
T
2X4(A1) B cli
A
D
SEAT PLATE REQ.
1 51 -�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration:1.60
Wind
Member design based on both MWFRS and C&C.
a
snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N!
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in foe Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.006 D
HORZ(TL): 0.009 D
Creep Factor: 2.0
Max TO CSI: 0.245
Max BC CSI: 0.173
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 259 /- /- /196 1113 /86
D 87 !- /- /67 /13 /-
C 116 /- /- /50 179 Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 37 -73
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
4401fi5 OFiB fiE7E 10$44A411f,8D8955r7
rpk: NaNinr has _b- desb AIM1Pr'slpO aae sealed Dp
Marmel'Martlnet; Fl..' L'l[f:; t471B2) oa the dafe'th6M
-maa<a,in[ i SFin-1'avlMuik4lian awl!.
9sirnM;mrdes al tnh jarmntM a,e. nos;(cndAesM.igae4
anA iealed anA.tlx S!M-1 aw6eaUcadtie',nAe,.oiuit',ae
uaNied on,arcj ekctsoak looks.
"!WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire e:dreme care in fabricatin , handl!n , shippin , !ngtalling and bracin . , Refer to nd fallow the latest a iti n of BCSI Buildin
t fety Information, by TPI an� SBCA} for sa�tety �racTtces prior to perfo mmg these unctions. Installers sg I provide to porar� ut1e;
BL SI. Unless noted o herwise,top chord sha I have properly attached structural sheathing and bottom c o shall have a propperly
6id ceilin . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, o n nuenrs, fLC
e. App��+ plats tq e(ach face of truss and position as shown above and on the Join i Details, unless noted otherwise. Refer to
i Z fo scan ar p ate positions.
vision of ITW B iZd CComponents Group In, . shall npt be responsible for any deviation from this drawinA,an failure to build the
if rmance with %�NSI/�P1 1, or for nanalirig In,
n Installation and bracing of trusse}S. A seal on hf� urawing or cover page
Srawing, indicates acceptance Qf prb)essfon> gngine@ring repon Ibiliry_so elyfgr the es gn shown. The suiCability
SEQN 704512I T34 / JACK Ply: 1 Job Number: 36CS00027
FROM JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 16.8 Ibs Truss label: CJSA / ... 04/18/2019
Des I
NCBi
Soffit
Load
Spac
i7
T
7"3
i
10
0
_ 4'4"O
4'4"8
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
A 164 /- !- /104 /70 /94
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL),. NA
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.010 C
C 80 1- I- /64 /22 1-
37.00
EXP: C Kzt: NA
HORZ(TL): 0.012 C
B 108 /- /- /43 /98 /-
Code / Misc Criteria
:10TCDL:
Mean Height:19.67 ft
Creep Factor: 2.0
Wind reactions based on MW FRS
.00
2.00
4.2 psf
BCDL: 5.0 psf
Bldg Code• FBC 2017 RES
Max TC CSI: 0.256
A Brg Width = - Min Req = -
C Brg Width =1.5 Min Req = -
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.162
B Brg Width = 1.5 Min Req = -
24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes
Max Web CSI: 0.000
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ItFT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 18.02.O1A.0205.20
Wind Duration: 1.60
WAVE
A - B 41 -90
Top chord 2x4 SP #1
Bot cord 2x4 SP #1
:Lt W6dge 2x4 SP #3:
Hanig ers 1 Ties
(J) H �, ger Support Required, by others
design based on both MW FRS and C&C.
4001 fi5 OF 18 6E IE 1099 9A 911f BD 89 55 rl
Thts'•dsawiag b" b— dem wcwv SlpaeG'.aad:feattG by
.Macmd Manbrca� PE 0Rf;:L 4, IMM oaAhe due'AM"
naave nsmaa SMtrlbtiNorcicrtian.afe.
P.imer. n "ides alibis du.,_ 6i. '.w .0 cnaddtted scenes
and sealed and.tbr SHA•1.aW,eotlii4aa cafe-must'be
aecicied on anY ekWoaic'mpiee:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
•`WARNING`' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fytabricatin�, handlin , shi�p(n ,installing and bracin�. Refer tad fgllow the latest�e�i �of BCSI �Buiiding
Went Safety Information, b TPI an SBCAA) for saa ty �ractices prior to perfo ming these nctions. Installer s d I r vide to poraryi B/ uney
er BCSI. Unless notetl o herwise,top chord shailehave properly attached structural sheat ing and bottom c or s al� have a propper y ✓ rigid ceilingq. Locations shown for Dermanent lateral restraint of webs shall have bracingp msialled per BCSI sections B3, B7 or B10, mnP nnenrs, u--
lcable. A T tales to ach face of truss and sition as shown above and on the !oinf Details, unless noted otherwise. kefer to
Is 160A-Zfo�s�andard palate positions. �
a division of ITW Buuiiddin�ggComponents Grgpp in .shall nQt be res onsible for any deviation from this drawinq,an failure to build the
c nformance with AN'S PI 1, or for hantllmp s�ippmq mstgilatiSn and bracino of ttrusses. A seal on this dFawin� or cover paSS11e
this drawing, in�iica(es acceptance_ of pr less _ n gnggjk9Ang respon ibiifty solely fqr the design shot n. The sul ability
FROM: GLM1 / T20 !JACK I gt 82.6 Ibs Truss HHayydLabej n-2,16305 "H�OL /DR Horton /4EHB Hayden-2605 "H" OL DRW- 04/18/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.O6
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Sot chord 2x4 SP #1
T
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 13.91 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
12 C
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Nf
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Miso Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
41
39
Deft/CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.003 D
HORZ(TL): 0.003 D
Creep Factor: 2.0
Max TC CSi: 0.145
Max BC CSI: 0.085
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001650F113 GE IE 10999A911FeD89 SS F7
Ods•Arawieg.bes beend sealtdb9
Man"el Mirdm,' P.L ffLIR. f 7i8Z oa ttie date's'9utWi
•absv<.min6a 571A-leudmaieali"n retie.
p6ded rudles; a:Ifik, desaroerrt'a�e, am;t"aiidsiod sidae4
gaud iealed and.tM 9Uti1..0,64catlub rode W'be
�ves8ied "a anY ekc6on5t copies: .. • ,.
T
to
T
T
T
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 191 /- /- /147 /101 /84
D 51 /- /- /40 /8 /-
C 63 / /- /21 /57 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5,
D Brg Width = 1.5 Min Req = -
C Brg Width =1.5 Min Req =
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 24 -86
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses req Ire ext eme care in fabricating, handlin , shippin , installing and bracinfq Refer to and follow the latest e�iti n of BCSI (Building
Component uSafety �n ormation, % TPI gn SBCA) for s�fety ractices prior to perfo Ming these notions. Installers s �q provide to porary u„�y
bracing per BCSI. Unless noted o herwise3cp chord sha I ha a properly attached structural sheat ing and bottom c or shall have a properly
attache�cl rigid ceiling Locations shown for pennanent'lateral restraint of webs shall hav bracing installed per BCSI sections B3, B7 or B10, om arenrs, UC
Meapp icable. ARf�ppV plat3s to each face of truss and position as shown above and on the Join Details, unfess noted otherwise. Pieter to r
drawings 160A-Z'fb scan and plate positions.
AlpinQ, a division of ITW B ildin CCompontntsGr8,pp Inch shall npt be re��onsigIs for any deviation from tihis drawl any, failure to build the
Ittruss In cgofQrmance with �iNSI/�PI 1, or or an ling s !Rain instgllatl n an bracin 4f trusses. A sea on this draw ng or cover pa e
this tlrawing, Indicates acceptance If pr6)essfo I Tn meering re ponaiDility solely fopr the design shown. The suifability
and Qse of this drawing for any structure s e responsibr ity�of the uildsf�ig Designer per AI SIITPI 1 Sec.2.
9
SEQN 1704534 / T26 / JACK Ply: 1 Job Number: 360S00027
FRO 1 JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 12.6 Ibs Truss Label: CJ3E / ... 04/18/2019
I
Loa
TCL
TCC
BCL
BCC
Des
NCE
Soff
Low
Spa
Lun
Top
Bot
12
4 F_�
SEAT PLATE REQ.
G
t
1}�
3'
1 Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
B 190 / /- /151 /87 /57
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D
D 49 /- / /38 /7 /
37.00
EXP: C Kzt: NA
HORZ L
Cr ): 0.002 D - -
C 62 /- !- /25 /43 /-
10.00
Mean Height: 15.00 ft
9
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
2.00
TCDL: 4.2 sf
p
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.132
B Brg Width = Min Req = 1.5
ration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.076
D Brg Width = 1.5 Min Req - -
1.5
C Brg Width Min Req =
24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Bearing B is a rigidsurface.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
GCp!: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 20 -61
•d2x4SP#1
d 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens -Comp.
design based on both MWFRS and C&C.
B - D 0 0
'IMPORTANT"
a division of
46O2 650FAB GE1E 10849A BS 1P BD995S r7
TW dtat+idg bas.becn tlestrdaiwPr.slgoed aM sea1N Dr
•Mandel Mattiae:,-PlE ffL'tk.. &t M) on the. dee'0b
•aDov<using a SHA•laaWeatideiian toile.
wwid eoyiei:af.thk 4m ieoti a[e,nm'CnoiuVtM ddaed
'a[M teased ind-the: S"A•1 autfax c ldn 'mde' mast be
�eetfsiea on am eiearonl[coyin. .. •.
1- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
catinp, handlingg, shippin , ingtalling and bracing. Refer to and follow the l3est edition of BCSI (Building
�I an SBCA handling,
s TT ty �ractices prior to perfot ming these functions. Instal er sh I rovide tempora
rwlse,top chord sha�lehave properly attached structural sheathing and bottom c�ior�'s 'all have a progpeViy
gun for ermanent lateral restraint of w bs shall have bracing installed per SCSI secti ns B3, B7 or B10,
face• op, and position as shown a�iove and on the Joint Details, unless noted otgierwise. befer to
J urrey
ornpnnenrs nc
i vi i, or for n
acceptance
any sructure
Job Number: 36CS
0027
I FROM: GLM95 / T21 /JACK QI y 11 4EHB Ha den-26 50"H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 14.0 Ibs Truss Label: CJ32 / ... 04/1812019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
T
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt: NA
Mean Height:18.70 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
a
C
SEAT PLATE REQ.
2' 3'
3'
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.005 D
HORZ(TL): 0.006 D
Creep Factor: 2.0
Max TC CSI: 0.G37
Max BC CSI: 0.144
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4901650E SB 6E1E 10899A911F•,8D 89 55 F7
- Air dr"V bas:tixn'tlenroAlLaIN $I;Md-aad'Sed!d;Q4
.Ma l Martina,-M CFL Lk:,taflZ W the dald(ihiim
:mmme.4si4[ duiaaua,4;rmk" sac.
:WIm d 0..,. 0:1fik.0 6.46.d dga*d
1; saakd aad,.the"SSA-10NitlB Iiik9 fo'*',W l('b!
#!ifkd on aav i eWani[ [opiea.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 278 /- /- /243 /169 /104
D 47 I- l- /54 /18 I
C 45 /- /- /18 /41 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 44 0 B-C 17 ' -74
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a �IIre extra a care in f,ricatin , handlin , sh! pin , ingtalling and bracin . , Ref r to and fgllow the latest editi n of BCSI (Building
t Safety IntOrmation, byt TPI pn� SBCA) f�r s�tAety ractices prior to perfor�mmg t�iese f�fnctlons. InstallersshTI provide tefnporary / uney
BCSI. Unless noted o herwise,top chord she I ha a properly attached structural sheet in and bottom c or shall have a properly ✓
]]id ceilingq. Locations shown for permanent lateral restraint of w bs shall have bracing ins lied per BCSI sections B3, 67 or 870, o rr nnenrs, mc
iig AppT let s t ach face of truss and position as shown a ova and on the Joint Details, unless noted otherwise. Nefer to /'
Y_P _ _ P �_._ _�_...���
TPI 1; or torn
acceptance
any structure
0
A
Job Number: 36CS00027
FROh�i JAH 10 ! T37 / JACK I Q gt' 11.2 Ibs I Truss HLa yd -2605CJ3A H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW % 04/1812019 I
Des
=2X4(A
4"1
1
Criteria (psf)
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C Kzt: NA
37.00
Mean Height: 19.12 it
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Top Ohord 2x4 SP #1
Bot c, ord 2x4 SP #1
design based on both MWFRS and C&C.
12 5 B
�
SEAT PLATE REQ.
f31
3e �
Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Pf: NA Ce: NA VERT(LL): NA
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): NA
A 119 / /- 174 /49 /63
Snow Duration: NA
HORZ(LL): -0.003 C
C 52 /- / 142 /12 /-
HORZ(TL): 0.004 C
B 71 /- / /28 /63 1-
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.186
A Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.099
C Brg Width = 1.5 Min Req = -
Rep Fac: Yes
Max Web CSI: 0.000
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearing A requires a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp:
A-B 27 -91
Oft aOF SB 6EIE Iti899A91 IF BD89SS Fl
"-dnm1v8 h. _been eleattanleallp,{le¢td .4'sea114'bp
Marvel Mutim,`M (n.-Bc: W182) 0 tfie.datWgi9 A
�ab"ve wring a stiA"ndKn4cmron a"de.
V4Med'iydes,"t.tb& is iem we not'rensWred *.4
:Nd 6.eed d X. SHAH auWearriatiuo 6k tirnn be
vathdon.+M ekavoek ropres ,:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus 'es req ire extreme care in fabricating, handlin , shippin , ingtalling and bracin . Refer to and follow the la est editi9n of BCSI (Building
Com nent ire
Information, by TPI Ian SBCA) for satiety �ract(ces prior to performing these f notions. Installer shall provide terhpora
brae 'g per BCSI. Unless noted o herwise,top chord she I have properly attached structural sheat�iing and bottom c�iord stlall have a Properryiy
attac eI ri id ceilin . Locations shown fortpermanent lateral restraint of webs shall have bracin? installed per BCSI sections B3, B7 or B10, o:n nrreurs, l
as appiicab�e. App plates to ach face o truss and position as shown above and on the Joint Details, u"niass noted otherwise. kefer to I'
drawings 160A-Z fo standard pate positions.
Alpin a division of ITW B itding Components Group InC. shall npt be re ;ponsible for any deviation from this drawing,an failure to build the
ttruss in opnformance with �NSu1 PI 1, or for handlin shippm , mstallatibn and bracin of trusses. A seal on thf drawn? or cover pagSie
listin trus drawing Indicates acceptance of prt #essfona� en ineerinq re pon�ibility solely for the design shown. The sui[ability
and se of this drawing for any structure is the responsibilfty�of the Hur 1hg Designer per ANSI(rPi 1 Sec.2.
SEQN: 704585 / T32 / JACK Ply: 1 Job Number: 36CS00027
FROM: DJH Qty: 10 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 11.2 Ibs Truss Label: CJ1 .. / ... 04/18/2019
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 18.49 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
12
5 C
2X4(A1) B
SEAT PLATE REQ.
T -F
T CM
T
Snow Criteria (Pg,Pf In PSF)
DefdCS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.145
TPI Std: 2014
Max BC CSI: 0.016
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver:18.02.01A.0205.20
VOIO0F106ERnSOM911F 0➢89SS H
Rk d..Ng-bs.b— demmirwM'.skadWW sealeC :Dp
.Ma�wel'Martine:r of:.43•'uL tdrlHi)"us:ttie dat", Vtj by
. aam<m8�6 i Sfld�launiensitniva wCe.
.06MA 160. ai fill 06.4
lid ieAd iad IWSHA•S anUxxiiiUca,�ode; mmt 'De
`_"Ld on aap elettsoik covles.
1'1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ 1 R- / Rh / Rw / U / RL
B 148 /- /- /132 /96 /41
D 11 /-1 /- /19 /11 /-
C - /-13 /- /27 /27 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 25 -14
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shii In , ingtalling and'bracing. Refer to and follow the lahest %ViiQn of BCSI (Building
t Safety Information, by TPI pn SBCA} fo'r s� tyractices prior to perfo ming these functions. Insta erS s pl �r�vide terYiporary
BCSI. Unless noted othermse,top chord sha I�a a properly attached structural sheath!n.7 and bottom c or s all have a progpe ly
id ce!lin . Locations shown for ermanent lateral restraint of w bs shall have bracin installed per BCSI sect! ns B3, B7 or B10,
e. AA plates to each face o>Ptruss and position as shown a�ove and on the Join f Details, unless noted Senxise. befer to
a„ey
ompo„enrs, Ur
I rl i, or for ni
acceptance
any structure
a ,
SECM
704613 / T4 / JACK
Job Number: 36CS00027
FRO
GLM
�Ply:l
Qty: 6
4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
DRW:
Wgt, 11.2lbs
Truss Label: CJ1E
/ ... 04/18/2019
12
4 �
C
2X4(A1) B
10
T T
A
T
�
T
D
SEAT PLATE REQ.
r
1'
Load
ng Criteria (psf Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity
TCD
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL
BCL
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 147 /- /- /133 /100 /29
BCD
. 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D D 10 /0 /- /19 /11 !-
Des
d: 37.00 EXP: C Kzt: NA HORZ(TL): 0.000 D - - C - /-13 /- /26 /24 /-
NCB
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS
,ILL: 10.00 TCDL: 4.2 sf
p
Soffit
Blei Code: FBC 2017 RES Max TC CSI: 0.133 B Brg Width = 8.0 Min Req = 1.5
2.00 BCDL: 5.0 psf g D Brg Width= 1.5 Min Req = -
Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TVI Std: 2014 Max BC CSI: 0.015
rig: " Rep Fac: Yes Max Web CSI: 0.000 C Brg Width i Min Req = -
Spac
24.0 C&C Dist a: 3.00 ft id1.
Bearing B is a rigid surface.
Loc. from endwall: Any FT/RT:20 0 /10 0 Mfg Specified Camber:
� O O g p Bearing B requires a seat plate.
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.66 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp.
ier
Lum
Top c
A-B 19 0 B-C 20 -9
ord 2x4 SP #1
Bot c
ord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Winc
Chords Tens.Comp.
Mem'
er design based on both MWFRS and C&C. B - D 0 0
1915117fD'
0
AI?,o..",,<
_ tt4 0471t#�
sERwi'u
400165 OF 106E1E10899A911f BD89 SS F7
lhis:dnwiog bas been elerboaicallr sieaed -4 sealed by
Manuel'MMioej,P$. px: nt. f4r1t2) oottie daie'sbmvn
.vnove �xsne e. SNA•1`eaNeuti[ti�im. awe.
;ww.4 Ni-., MAI, A—m . a1e,"m 6.0& ed Otud
•and vealed mod, the'M-I aWieaticativa .cote; oimt De
Cetified on any ekttfeol[iopkx.. _ ..
*`WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Comppnent
braclnni
require extreme care in fabricating, handlin , shippin , installing and bracing. • Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBGA) for salfety �ractices prior to performing these f nctions. Installers sh I provide temporary u11Ey
g er BCSI. Unless noted o herwlse,top chord shall nave properly attached structural sheet and bottom chor�sltall have a propperly
attached
as a
rigid ce!lin Locations shown for Dermanent lateral restraint of webs shall have bracingt1 installed per BCSI sections B3, B7 or 810, o r nuenr, uc
livable. Applv plates to ach face• of truss and position as shown above and on the JoinC Details, unless noted otherwise. Wefer to P
rawlgs
160A-Z fol standard plate positions.
Alpin
truss
a division of IT B illding Component Grgpp In . shall npt be repponsibIs for any deviation from this draw! any failure to build the
�NSI/TPI 1, foriandflnp shippin bracin trusses. A
listin
and
conformance with or msteilatlon and of seal on this tlrawin or cover pa
this drawing, Indicates acceptance of prI essiona� engmeerin� resgpuon ibilitY solely for the design shov�n. The suitability
se of this drawing Tor any is is the responsibility of the Designer A oSI1TPI 1 Sec.2.
uilding per
•ob's
Form
information see this eneral notes vace and these web sites: ALPINE: www.al insaw.com; iPl: www. into - 88CA: www.sbcindus .com• ICC: www.loosafe.or
SEQN: 704615 / T13 / HIP_ Ply: 1 Job Number: 36CS00027
FROM: GLM Qty: 5 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 37.8 Ibs Truss Label: HJ7 / ... 04/18/2019
5'4"4
5'4"4
9'10"1
4'5"13
V
12
3.54 p
�
N
F
C9
CO
2X4(A1) B
Ti A
=5X6F E
SEAT PLATE REQ.
�— 1'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 19.74 it
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration:1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
9'4"2
9'4"2
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.025 C 999 240
VERT(CL): 0.046 C 999 180
HORZ(LL): 0.008 F - -
HORZ(TL): 0.015 F
Creep Factor: 2.0
Max TC CSI: 0.382
Max BC CSI: 0.609
Max Web CSI: 0.311
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
400i 69OF 196E1E'io s99A 91 ii;.BD.s9 ss f7
ihls.d2erlaP has 6e<n;tlecvaalcalry'sl�ed. and sealed,Dp
Marmel�fdirtiney-P.E; Qi:"IIL t4)dPi}aa:ttie date's9ovm
♦ Maximum Reactions (Ibs) i
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 324 !- /- /- /198 /
E 368 /- /- /- /121 !-
D 206 (- /- / /216 /-
Wind reactions based on MWFRS
B Brg Width = 10.6 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 8 -6 C-D 65 -70
B - C 557 - 673
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 647 -518 F-E 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 553 - 691
. ao"v< using: s(ui-aaioewk.wn .<u<.
,VdntM 'rn�des of Mti'inrnmimt are nog'-i<"sidi!sW dgaeA
and i kd aad theSHA•1 a GiWiati. eode me Ck
'vuilk'U on aa9 ekrti"oB iopin ..
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin , shiopin ,installing and bracin . Refer to and foCow the latest a iti n of BCSI Buiidin
Component Safety Information, % TPI pin SBCA) for salf ty �ractices prior to performing these Motions. Installers s al��rovide to porarp u ley
bracing per BCSI. Unless noted o hermse,top chord sha I�ave properly attached structural sheet Mot
and bottom chord s all have a Properly
attached ri id ceiling Locations shown for ermanent lateral restraint of w bs shall have bracin? installed per BCSI sect! ns B3, B7 or 610, o n nirenrs, �1L
as agplicab�a. ApppTv plats to ach face, oftrussand position as shown a�ove and on the Join Details, Unless noted ot�ierwise. �tefer to 1'
drawings 160A-Z'fo an and pate positions.
AlpinQ, a division of ITW Buildin�gComponQnts Gr�pp In .shall npt be respponsible for any deviation from this drawinq,an failure to build the
listing in nformance with ANSUTP1 1, or for handlin? s, pm mstaallatibn and bracin 4f trusses. A sseal on this dwaw�nu or cover page
listing this drawingg, indgicates acceptance of E�rolessfigna� ngine ring resnonoibi it solely f r the design shown. The sufiability
and use of this r7rawing for any structure is me responsibility of t�e Buildifrg Designer per ANSI/TPI 1 Sec.2.
A
i
SEQ � 704625 / T1 / HIP_ Ply: 1 Job Number: 36CS00027
FRO ; JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 26.6 Ibs Truss Label: HJ6E / ... 04/1812019
C
2.83 0
T
to
CV zo
CV CV
2X4(A1) B
5 A
E D
SEAT PLATE REQ.
8'1 tt9
1t5" �
8t 1 ,t9
.811119
Load rig Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL 20.00 Wind Std: ASCE 7-10
`
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDT 7.00 Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ ! R- ! Rh / Rw / U / RL
BCLL 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
E 247 /- /- / 1126 !
BCD ': 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 D
D 120 /- !- /23- / /-
EXP: C Kzt: NA
Des tl: 37.00
HORZ (TL ) 0.036 D - -
C 261 /- !- /- (199 /-
Mean Height: 15.00 It
NCB LL: 0.00 TCDL: 4.2 psf
Code Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TO CSI: 0.781
E Brg Width = 10.6 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.468
D Brg Width =1.5 Min Req = -
C Brg Width Min Req = -
S ac 24.0 " C&C Dist a: 3.00 ft
P 9�
Rep Fac: No
Max Web CSI: 0.000
i id1.
Bearing E is a rigid surface.
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearing E requires a seat plate.
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp. Chords Tens. Comp.
Lum
I
Top hord 2x4 SP #1
Top
A-B 10 -7 B-C 60 -46
Bot c or 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Loa
Hipja, lk
Chords Tens.Comp.
supports 5-9-0 setback jacks with no webs.
B - D 0 0
Win
Win loads and reactions based on MWFRS.
400165 OFAB 6E]E1089 BA 911F BD8955 F7.
Ihk-Arawtne bu ban;elec6oakc W ftp d.ana sealeC by
ManaN M81tlnlSj' D.E, (fl. !&.: ti]lBp a ttie'date saowo
<"b"ve uain6 a SNA1-euNeutka7np wM1e.
V,Wid .0- ui ihk of iA
.aria ceased m.d Ve ilWi auc6eoticazioa c"er mnA De
MRW on any,ek[vook ioDies.. ..
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in fabricating, handlin , shippin ,installing and bracin . Refer to and fgllow the latest editi?n of BCSI (Building
Went Safety Information, by TPI grid SBCA) for sat0ty �ractrces prior to performing these functions. Installers shall provide terhporarvry
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
cl rigid cei!inpp. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
cable. Apply plates to each face of truss and posdion as shown above and on the Joint Details, unless noted otherwise. haler to
Is 160A-Z fo s andard plate positions.
a division of ITW B ildinq CCompon?ntsn Gr�{fp Inc. shall npt be re ;pqonsiple for any deviation from �h!s drawl any, failure to build the
conformance with I�NSI/TP1 1, or for antl mop shippinq� mstallaUdn an bracing of trusses. A sea on thisetraw nq or cover pa e
this drawing, Indicates acceptance of prb{ess'f gnat ngineerinuu re uuonibility solely fopr the desgn shown. The suigability
;e of this r7rawing for any is is the responsibility of the euilding Designer per ANSI/TPI 1 Sec.2.
J tnrey
oar71nnenre. ac
L-
SEQN: 704524 / T421 HIP_ Ply: 1 Job Number: 36CS00027
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHI3 Hayden-2605 "H" OL DRW:
Wgt: 15.4 Ibs Truss Label: HJ3 ... / ... 04/18/2019
2.83 0
2X4(A1) B
35 A
C��EE
SEAT PLATE REQ.
�— 1'5"
ml-
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2617 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
4'2"3
4'2"3
DeII1CSl Criteria
PP Deflection in Ioc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
Max TC r SI: 0.078
Max BC (:SI: 0.056
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001650r.186E1E10699A 912F,eD8955 Fr
•7AMem" has bM ded— 17 tlDxa aN'sealtO,Dr
-Manael`M,ft mtt,`P.L (FL k.461M 0 the date sbo
C
T
ti
T
C
♦ Maximum Reactions (Ibs)
Gravity. Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 83 /- /- /- /46 /-
D 29 / /- /5
C 62 /- / /- /47 /-
Wind reactions based on MWFRS
E Brg Width =10.6 Min Req = 1'5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens! Comp.
A-B 6 -4 B-C 1� � -11
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
- ah"a a ar6r i SNa•1`uaNe W icslfon ,odd
D6aVA.;inriK M tGh,lenmiim ar a¢Ifo,isidmd si6nM
and naw and the 91A-1 aNrtea,liatiaa.�ode-uiust'he
'vir0ted on any et,aonic'topleR. , -_
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin , sh! pin , ingtalling and bracin . , Refer to and follow the latest a it! n of BCSI Building
Component Safety Information, by TPI pnr7 SBCA) for s��etyractices rior to perfo mmg these functions. Installers s alQprovide to rarY / ulzy
bracing per Si.BCUnless noted o herwise,top chord sha I ha a properl?r attached structural sheathing and bottom chord shall have a rooperly ✓
attachetl ri id ceilin .Locations shown for permanent lateral restraint of webs shall have bracin? installed p�r BCSI secti ns B3, 87 or B10, o;n aienrs, rc
os app icab�e. App�r lates to each face of truss and position as shown ove and on the Joinf Details, n ess noted otoerwise. Nefer to P
rawin s 160A-Z fo an and plate positions.
AlpinQ, a division of ITW Buildin Components Grgpp Inch -•shall npt be repeonsible for any deviation from this drawimny, failure to build the
ttruuss m conformance with ANSU1 PI 1, or for ancUtimp s ippin�t, mstgliati0n and bracing of trusses. A seal on tthls diraw nq or cover paste
listin this drawing, Inddicates acceutance of Errbless'fonaT en me ring re�nonibility solely for the desl9n shown. The suitability
and gse of this arawing for any structure is me responsibiiitygof the 6uildrhg Designer per I SUTPi 1 Sec.2.
1
Bo
'se cascade = Double 1-3/4"
x 16" VERSA 2.0 3100 SP
SI
�C@
BM1 (Floor Beam)
BC CA
Member Report
Dry 11 span I No cant.
March 28, 2019 11:18:35
Build 7
33
I
Job na
e: 4EHB-Hayden
File name: 4EHB-Hayden
Addres
1:
Description:
City, St,�te,
Zip:
Specifier:
Gusto
'er:
Designer:
Code r
sports: ESR-1040
Company:
a
3_
1'
0
B1
19-10-00
B2
Total Horizontal Product Length=19-10-00
Reaction
Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow Wind
Roof Live
B1, 4"
3637 / 0 1231 / 0
B2, 2-1
2" 346010 1183 / 0
Load
ummary
Live Dead
Snow Wind Roof Tributary
Live
Tag DI
scription Load Type Ref.
Start End Loc. 100% 90%
116% 160% 125%
0 S if -Weight
1 Sl if -Weight
2 S toothed Load (J4)
3 F oor Material
4 R.action from J8
Cont ols Summary
Pos. Moment
End S !ear
Total 1 ad Deflection
Live Led Deflection
Max D �fl.
Span / Depth
Unf. Lin. (lb/tt)
L
00-00-00 19-10-OD
lop
1b
Unf. Lin. (Ib/ft)
L
00-00-00 19-10-00
Top
0 16
Unf. Lin. (lb/ft)
L
00-00-00 19-10-00
Top
312 78
Unf. Lin. (lb/ft)
L
04-01-12 19-10-00
Top
32 8
Conc. Pt. (Ibs)
L
04-02-10 04-02-10
Front
407 102
Value
% Allowable Duration
Case
Location
22644 ft-Ibs
60.6%
100%
1
09-08-10
4164 lbs
39.1 %
100%
1
01-08-00
L/361 (0.646")
66.5%
n1a
1
09-11-04
L/483 (0.482")
74.5%
n1a
2
09-11-04
0.646"
64.6%
n1a
1
09-11-04
14.6
Allow
Bearrig
SupportS Dim. Lx
Value Support
Member
Material
B1
Wall/Plate 4" x 3-1/2"
4868 Ibs n1a
46.4%
Unspecified
B2
Hanger 2-1/2" x 3-1/2"
4643 Ibs n1a
70.7%
Hanger
Note
Design! meets Code minimum (U240) Total load deflection criteria.
Desigr meets Code minimum (U360) Live load deflection criteria.
Desigr meets arbitrary (1") Maximum Total load deflection criteria.
Calcul tions assume member is fully braced.
Hange;j Manufacturer: Simpson Strong -Tie, Inc.
BC CP L.CO analysis is based on IBC 2009.
Design based on Dry Service Condition.
Connel tion design assumes point load is top -loaded. For connection design of side -loaded point loads,
pleasyconsult a technical representative or professional of Record.
400165.Of106E1E10899A911FOD89.5SF7
:TNS drab : has been tlear.nicat!/ dgoed mg "td by
mU Mxnutl m"' P.E[FL ad411 s4 ft tm Cate 0 o
,.hove aE�[. S1W1=ditatkWt may
P;Wj4 eop(et :,W tbie`�oam,.oe'irR`ae[ wuiaercd,dpd
'ana iealN and the`9fA•1 aalhemimti.n cvae roast to
:vedlkA on ao¢eleRronfc coPlex
Page '
of 23
L
Boise cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP
BM1 (Floor Beam)
BC CALC® Member Report
Dry 11 span I No cant. March 28, 2019 11:f8:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1040
Company:
Connection Diagram: Full Length of Member
a
To
a minimum = 2" c = 6"
b minimum = 3" d = 24"
Calculated Side Load = 25.7 Iblft
Connection design assumes point load is top -loaded. For connection design of side -loaded point loads,
please consult a technical representative or professional of Record.
Connectors are: 16d Common Nails
400165OFM 6HE10899An ff RDS955P7
'Mauad Ma"tuer,'P.E n,Ui 94UM oa,V� date she
afore a®[ • Sitp�aatlimtkaloa mae.
O,imM.cepi%t' ae iaCa"�otimreMi1a,irvtt eooiiE tiai,dgnal
'aad fealee andsl6e SNG,lamlceaticatloo'tode'man,tie
'. roetNke uaao4eka"onk coDles.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAW, VERSA -RIM PLUS®,
Page 2 of 23
I
68(
se cascade
Single 16"
BCIO 4500s-1.8
pASSfEI
A (Joist)
BC CA
�C@ Member Report Dry 12
spans I No cant. 119.2
OCS I Repetitive I Glued 8t nailed
March 28, 2019 11:18:35
Build 7
33
Job na
'I e: 4EHB-Hayden
File name: 4EHB-Hayden
Addres
Description:
City, StTte,
I:
Zip:
Specifier:
Customer:
Designer:
Code r
ports: ESR-1336
Company:
i�
50
61
19 tt oa
B2
1e-10-12 B3
Total Horizontal Product Length = 38-10-00
Reaction
Summary (Down I Uplift) (lbs)
Bearinfil
Live
Dead
Snow Wind
Roof Live
B1,2"',
562/67
124/0
B2, 3-1
2"
1537 / 0
384 / 0
B3, 2"
537 / 83
113 / 0
Load
Live Dead
Snow Wind R Voef OCS
iSummary
Tag D
scri tion
Load Type
Ref. Start
End Loc.
100% 90%
115% 160% 125%
1 St.andard
Load
Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top
64 16
Ma
Cont
,ols Summary
oment
Value
2871 ft-lbs
% Allowable
70.2%
Duration Case
100% 2
Location
08-06-12%
t1t{3911artr°et
ms`+, MA;I;,.
Pos.
Neg. N
oment
-3625 ft-lbs
88.6%
100% 1
19-11-04`"':,'���'
End Ri
faction
686 lbs
63.5%
100% 2
00-00-00
a 11a 00".162 '.
Int. Re
iction
1921 lbs
80.0%
100% 1
19-11-04
= g
End SI�ear
:hear
673 lbs
34.1 %
100% 2
00-02-00
STATE, OF
'
Cont.
964Ibs
48.8%
100% 1
19-09-08
Hole #
Shear
335 lbs
51.8%
100% 5
04-11-12
Hole #
2 Shear
223 lbs
34.4%
100% 6
09-10-12
sEBuuu
Hole #3
Shear
569 lbs
87.8%
100% 1
14-10-02
4001650EIB 6ESE10899A911F OD 99 55 C
Hole
Shear
798 lbs
94.3%
100% 1
21-09-04
Wds avaWlar has been CleWgnitalry'tiQoeU' WA Milt
Hole
I
Shear
338lbs
61.6%
100% 1
27-06-04
Maouel. Mmlueq RE 4FL Hk IM m tt,e date du
a�aaea.m=a i tlA-
Hole #�
Shear
168 lbs
30.6%
100% 14
31-05-00
d t� a.�q
ma ualea ana t�;A•,aat6eiga apt
Hole
i Shear
377 lbs
°
68.7/°
100% 16
35-00-12
ae"&a on app Nest oast tup es
Total
oad Deflection
U756 (0.315")
31.8%
n\a 2
09-05-04
Live L 'dad
Deflection
L/886 (0.269")
54.2%
n\a 19
09-06-10
Total
eg. Defl.
U999 (-0.065")
n\a
n\a 2
26-03-02
Max DO.
0.315"
31.5%
n\a 2
09-05-04
Span I,
Depth
14.9
Hole Location
Valid
Hole
�=Malry
Center Elevation
04-11-12 8"
Ref. Height Width
L 11"
Shape
Circular
Orientation
Horizontal
H01
H02
09-10-12 81,
L 11"
Circular
Horizontal
H03
14-10-02 8"
L 11"
Circular
Horizontal
H04
21-09-04 811
L 9"
Circular
Horizontal
H05
27-06-04 8"
L 12"
Circular
Horizontal
H06
31-05-00 8"
L 12"
Circular
Horizontal
H07
35-00-12 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bea nn
SupportS
Hanger
Dim. Lx
2" x 1-3/4"
Value Support
686 lbs 42.9%
Member Material
63.5% TFL1716
B1
B2
Wall/Plate
3-1/2" x 1-3/4"
1921 lbs n\a
80.0% Unspecified
Page
I
of 23
613olse cascade Single 16" BCI® 4500s-1.8 1PASSkD1
BC CALC® Member Report
Build 7133
Job name: 4EHB-Hayden
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
A (Joist)
Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed
File name: 4EHB-Hayden
Description:
Specifier:
Designer:
% Allow % Allow
Bearing Supports Dim. (Lx" value support Member Material
B3 Hanger 2" x 1-3/4" 650 Ibs 40.7% 60.2% TFL1716
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Enhanced
Controlling Location: 10-00-04
Cautions
Hanger TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails.
Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam
Header for the hanger TFL1716 is a Double 1-1/2" x 11-114" LVL beam
(dotes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
March 28, 2019 11.18:35
40016S.UF786ESE10899A911F;6099.5SF7: '
WN dial t¢ M1u..be fe=ro .TPJ. d9Wdi d sealtd'by
:Mawd Muiaery_P.E,iFL M,9471M a trk Ale squw"
.b-.Ws g. SHA3Wd-Omioa tide.
NmKd t[p4s .J:iA&��eNMeM 'e. net uoi.d rcd,dNeA
`and sealed"andithe SHM1 Emlxmi[xin"'. [a4<mmt.
x�hleq op•.aaJ eteeronic �opk1.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as'
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJST°',
ALUOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 4 of 23
aftseCascade
Single 16"
1308 4500s-1.8
PAC E
J1A (Joist)
BC CAI
'CO Member Report Dry 12 spans I No cant. 119.2
OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
3
Job na
e: 4EHB-Hayden
File name: 4EHB-Hayden
Addres
:
Description:
City, State,
Zip:
Specifier:
Custo
r.
Designer:
Code reports:
ESR-1336
Company:
...
_
.'.
c....
/�y
B1
19-11-04
132
18-10-12
133
Total Horizontal Product Length = 38-10-00
Rea c
ion Summary (Down / Uplift)
(lbs)
Bearin
I
Live
Dead
Snow Wind
Roof Live
B1, 2"
I
562 / 79
121 / 0
B2, 3-1.2"
1717 / 0
42910
B3, 2"
561 183
119 / 0
Load
ummary
Live Dead
Snow wind Roof OCS
Iscrl
Live
TagD
tion
Load Type
Ref. Start
End Loc.
100% 90%"
1150/6 160%" 125%
1 Standard
Load
Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top
64 16
n1a
2 Reaction
from J8A Conc. Pt. (lbs)
L 23-06-06 23-06-06 Front
192 48
.......... 1iay�
Controls
Summary
value
2846 ft-lbs
%Allowable
69.6%
Duration Case
100% 2
Location*�i':¢
08-06-12:..
No 047182.
Pos. Moment
Neg. IV
oment
-3923 ft-lbs
95.9%
100% 1
19-11-04
-`�_•
End Reaction
683 lbs
63.2%
100% 2
00-00-00
STATC OF
Int. Reaction
2146 lbs
89.4%
100% 1
19-11-04
End St
ear
670 lbs
33.9%
100% 2
00-02-00
"®�,A�ti?`•
Cont.
hear
1143lbs
57.9%
100% 1
20-01-00
sEsu�iu
Hole #I
Shear
332 lbs
51.3%
100% 5
04-11-12
4001650F1B6E1E10899A911FBD2a SSF;
Hole
Shear
226 lbs
34.9%
100% 6
09-10-12
7W Ift-1.¢ h. 6n" dtW0rJCWV, .19ed,a" �,t,
#
Shear
584 lbs
90.1%
100% 1
14-10-02
-ManuelRWntatt, P.E.' (FL tk. 447G47} oA.tM Gate AHole
eb.,Wjl.SHA-I-Q—(mti- ,4.
Hole
Shear
317 lbs
57.8%
100% 11
27-06-04
Pikod.�=.of.ihk A �, v.M=.m::a., ".a,
Hole #
Shear
198 lbs
36.1%
100% 12
31-05-00
and RW� ,fld tAe aKA-> aat#boa
aeihkA on anY ehatra,ic iwles.
Hole
Shear
407lbs
74.2%
100% 14
35-00-12
Total
ad Deflection
L/765 (0.311")
31.4% .
n1a 2
09-04-08
Live L
ad Deflection
L/886 (0.269")
54.2%
nla 17
09-06-10
Total
eg. Defl.
U999 (-0.069")
nla
n1a 3
13-05-05
Max D
fl.
0.311"
31.1%
nla 2
09-04-08
Span /
Depth
14.9
Hole L
) cation
Valid
Hole
Summary
Center Elevation
04-11-12 8"
Ref. Height
L 11"
Width Shape
Circular
Orientation
Horizontal
1-101
H02
09-10-12 8"
L 11t'
Circular
Horizontal
H03
14-10-02 8"
L 11"
Circular
Horizontal
H04 1
27-06-04 8"
L 12"
Circular
Horizontal
H05
31-05-00 8"
L 12"
Circular
Horizontal
H06
35-00-12 8"
L 12"
Circular
Horizontal
Bear!hg
Supports
Hanger
Dim. (LxW)
2" x 1-3/4"
%" Allow
Value Support
683 lbs 42.7%
% Allow
Member Material
63.2% TFL1716
B1
B2
Wall/Plate
3-1/2" x 1-3/4"
2146 lbs n1a
89.4% Unspecified
Page
of 23
a M
Boise cascade lug== Single 16" BCI® 4500s-1.8 ASS�D
AA (Joist)
BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 201911:18:35
Build 7133
Job name: 4EHB-Hayden File name: 4EHB-Hayden
Address: Description:
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
% Allow % Allow
Bearing Supports Dim. (LxW) Value support Member Material
B3 Hanger 2" x 1-3/4" 681 Ibs 42.5% 62.9% TFL1716
BC FloorValue® Summary
BC FloorValue@): &W3=0WROWN F F 77 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Enhanced
Controlling Location: 10-00-04
Cautions
Hanger TFL1716 requires (2)10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails.
Header for the hanger TFL1716 is a Single 1-3/4" x 16" I -joist
Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
40016SOF M 6EIE10899A 911FBD 99.55 FY
lbk d1-1.9 has OetA tle["OnlcallY.figPlG' W4 seew:bq
"Ma"nel MSniPer'P.E (FL Ih.,CA71P41 on the date sho
Pirii'ed <upii:';et hCs iaavmeiM'un iw, rno's:Ai,etl,dm,eA
'rota i kd antl�the 9fA-1 aTpeaNcatioo iode'ro"st. be
Ydi1RG w aAY ekn[Dni[ (PPW.`
Disclosure
Use of the Boise Cascade Software is
subject to the terns of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJSTM,
ALLJOIST®, BC RIM BOARDTM, BCI® ,
BOISE GLULAMTm, BC FloorValueo ,
VERSA -LAW, VERSA -RIM PLUS® ,
Page 6 of 23
613oiseCascade
Single 16" BCI® 4500s-1.8
pWSS�
J2 (Joist)
BC CA
CO Member Report Dry 11
span I No cant. 119.2 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
Ci3
Job name:
4EHB-Hayden
File name: 4EHB-Hayden
Address.
Description:
City, St
te, Zip:
Specifier:
Customer:
Designer:
Code r
orts: ESR-1336
Company:
B1
19-11-14
B2
Total Horizontal
Product Length=19-11-14
Reaction
Summary (Down / Uplift)
(Ibs)
Bearing]
Live
Dead
Snow Wind
Roof Live
B1, 2"
636 / 0
15910
B2, 3-1
2"
644 / 0
161 / 0
Load
Summary
Live Dead
Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End Loc.
100% 90%
115% 160% 125%"
1 S
° ndard Load
Unf. Lin. (lb/ft) L
00-00-00 19-11-14 Top
64 16
n\a
Cont,I
Is Summary
` ment
Value
3864 ft-Ibs
%Allowable
94.5%
Duration Case
100% 1
Location
09-11-07
Pos. M
End Reaction
795 Ibs
73.5%
100% 1
00-00-00
;��sti4rlr7trl(��O
°`�}�..... ° ,�
End Shea
781 Ibs
39.6%
100% 1
00-02-00
i'
Hole #
Shear
435 Ibs
67.1%
100% 3
04-11-12
;w' y No 047182 �+
Hole
� Shear
159 Ibs
24.5%
100% 5
09-10-12
Hole
Shear
432 Ibs
66.7%
100% 6
14-10-02
�- , STATE OF "-
Total L
dad Deflection
U530 (0.445")
45.3%
n\a 1
09-11-07
Live Lo
Deflection
L/663 (0.356')
72.5%
nla 8
09-11-07
1ad
Max D
fl.
0.445
44.5/o
n\a 1
09-11-07
-SEBuuu
Span /
epth
14.7
44016S OFSB 6ESE30899A 4)]FBD 8955 Fi
Hole L
nation
Valid
tbh a,avtae bu-Dem tlearonimlty :A
Beari SU ortS Dim. Lx Value
B1 Hanger 2" x 1-3/4" 795 Ibs
B2 Wall/Plate 3-1/2" x 1-3/4" 805 Ibs
BC F oorValue® Summary
Height Width Shape Orientatior
Ill. Circular Horizontal
11" Circular Horizontal
11" Circular Horizontal
% Allow % Allow
Support Member Material
49.7% 73.5% TFL1716
n\a 54.5% Unspecified
ilue(V: SUbtloor: 3/4" U513, Glue +
Minimum Enhanced Premium Subfloor Rating: Enhanced
Location: 09-11-03
Hange TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails.
Heade� for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam
L�d.ana
Wabael Mirtime;
irmnd<opi.-altnn'immsm'unnm rmudrreu'dyeeA.
'And waled and It. SHA-1 aohceWdtailaa` iade'mm,'be
'veiAkAwe"v elecvanliiopki.
Page 7Jof 23
Boise Cascade Mom Single 16" BCI® 4500s-1.8 PASSE®
J2 (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
400165OF 106E1E10099A911F RD09SS FI
7bb d—br h-beeo eltMedcapp 90.d aad.-Jld by
'Ma6ecman6r,"F.E (FL :Lk. "TIM dp & me shown
.above es®r a WA3aodient14100 ode,
'aiGnee. raa as,:gx aomn..11 11 rwu,d &p'ara:e
`nod seated and spa SHA-3,aetpeadcatioo. [dee;rodn. M
aahteA on avy'ekavonkeopks.
Disclosure
Use of the Boise Cascade Software is
subject to the terns of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.1
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask `
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOISTV , BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAW, VERSA -RIM PLUS®,
Page 8 of 23
B
se cascade
B I 4
Single 16" C O 5005-1.8
PASSED
J3 (Joist)
BC CALIC0
Member Report Dry
1 span I No cant. 1 24 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
33
Job na
e: 4EHB-Hayden
File name: 4EHB-Hayden
Addres
.
Description:
City, St'
te, Zip:
Specifier:
Custo
6r:
Designer:
Code r
4orts: ESR-1336
Company:
61
17-OMO
B2
Total Horizontal Product Length=17-08-00
Reaction
Summary (Down ! Uplift) (Ibs)
Bearing
Live
Dead Snow Wind
Roof Live
B1, 3-1/2"
578 / 0
142 / 0
B2, 2"
570 / 0
140 / 0
Load
Summary
Live Dead
Snow Wind Roof OCS
Live
Tag Dc
scri tion Load Type
Ref. Start End Loc. 100% 90%
116% 160% 125°/a
1 St"
ndard Load Unf. Lin. (Ib/ft) L 00-00-00 17-08-00 Top 65 16
n\a
Contr
Is Summary Value
'ment 3042 ft-IbT
%Allowable Duration Case Location
74.4% 100% 1 08-10-12
Pos. M
End Re
i
ction 710 Ibs
.
65.7% 100% 1 17-08-00
5g4li4XAltill
;,o, .....
End Sh
ar 697 Ibs
35.3% 100% 1 00-03-08
,``ic''•�a°'�
Hole #1!Shear
380lbs
69.3% 100% 3 04-07-13
^°- '' o 0471.02.. ;
Hole #2
Shear 146lbs
22.6% 100% 4 09-00-02
`^
Hole #3
Shear 391 Ibs
71.3% 100% 6 13-03-11
', STATC tel: "
Total Lead
Deflection U764 (0.272")
31.4% n\a 1 08-10-12,�
Live Lod
Deflection U952 (0.218")
50.4% n\a 8 08-10-12
Max De
0.272"
27.2 /0 n\a 1 08-10-12
Span /
epth 13.0
4001650FIB6ESE10899A913FBD8955Fi
Hole Location
Valid
� d,�ine,ea ,bm ela"oalCWV OYMd na mnt
Maaw. Mariner P.E jFL tN. SWIM W tee date sa
,obove w®6 � S1iA-1auUiugication mGe.
Hole
Summary Center Elevation
04-07-13 8"
Ref. Height Width Shape Orientation
L 12" Circular Horizontal
h'wre0 [opi< of this iotvareat naC ronuderid, d
:.d nA d and tee SHA-1'amlrcniatioo' [ode man
cGHkdO epy [:CtlIO iC teJ 16
H01
H02
09-00-02 8"
L 11" Circular Horizontal
H03
13-03-11 8"
L 12" Circular Horizontal
% Allow % Allow
Bearin
g Supports Dim. (LxW)
Wall/Plate 3-1/2" x 1-3/4"
Value Support Member Material
721 Ibs n\a 48.9% Unspecified
B1
B2
Hanger 2" x 1-3/4"
710 Ibs 44.4% 65.7% TFL1716
BC FI
orValue® Summa
Subfloor: 3/4" OSB, Glue + Nail
BC Floc',Value®:
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controll
Location: 08-10-12
Cautl
I�g
,ns
TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails.
Hanger
Header
or the hangerTFL1716 is a Double
1-1/2" x 11-1/4" LVL beam
Page 9
i
f 23
w
eA
be
*Boise cascade Single 16" BCI® 4500s-1.8 SAS
BC CALC® Member Report
Build 7133
Job name: 4EHB-Hayden
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
J3 (Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
File name: 4EHB-Hayden
Description:
Specifier:
Designer:
Company:
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
March 28, 2019 11:18:35
400165Ur186E1E10899A911r BD9955 F7
leis drawhY;nasneea,llMs.9NcdiN:sipfe4aal:sexletinq
:Manael'Mattinet;'P.E,{Fl. 1k:,647fY2) ftvta date shosva
,eMv! miaYe 511A3aWwditaUoa mda.
Piin1M,,coa4s,af�6i�'Ja,mi�tit nra. a.n [oniiditid. dgeeA
•Yad fcalN aa4-the`-91A•1;4atheWcalon: caknmt,. Gf
sves0t<A au aav etenronl�sopksr
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design '
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS"",
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAW, VERSA -RIM PLUS®,
Page 10 of 23
B
se cascade SEM Single 16" 1300 4500s-1.8
PASSE
J3A (Joist)
BC CAl
C® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build'
ii 33
Job nat
e: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
,
Description:
City, St'
te, Zip:
Specifier:
Custo
er.
Designer:
Code r
',ports: ESR-1336
Company:
B1
17-OMO
B2
Total Horizontal Product Length=17-08-00
Reaction
Summary (Down / Uplift) (Ibs)
Bearing
I Live Dead
Snow Wind
Roof Live
B1, 3-1
2" 863 / 0 21410
B2, 2"
60910 150 / 0
Load
Summary
Live Dead
Snow Wind Roof ocs
Iscr1
Live
Tag DI
tion Load Type Ref.
Start End Loc. 100% 90%
115% 160%t, 125%"
1 S
andard Load Unf. Lin. (lb/ft) L
00-00-00 17-08-00 Top 65 16
n\a
2 Reaction
from J8 Conc. Pt. (Ibs) L
02-03-10 02-03-10 Front 323 81
n\a
Controls
Summary value %Allowable
ment 3476 ft-Ibs 85.0%
Duration Case Locationo;�L�1�A#i1fg,��
100% 1 08-03-07Wi
$srifIIJfIf/7p' ,
Pos. M
End Rc
action 1076 lbs 73.0%
100% 1 00-00-00
tab. 0471 82
End St
ear 1053 Ibs 53.3%
100% 1 00-03-08
Hole #
Shear 371 Ibs 67.6%
100% 3 04-07-13
STAiE OF
fIVIC tYG JI IC[71
Hole #IIII Shear
Total Lad Deflection
Live Load Deflection
Max D fl.
Span / Depth
Hole L ti�ummary
ation
Hole
1AJ IUA
JV. 1 /O
IVV/O
440 Ibs
80.1 %
100%
L/659 (0.316")
36.4%
n\a
U821 (0.253")
58.5%
n\a
0.316"
31.6%
n\a
13.0
Valid
Elevation Ref. Height Width
6 13-03-11'xQy"°
1 08-08-06
BEOIAL9
8 08-08-06
40016S OF M fiE1E10899A911F SU 8955F7
1 08-08-06
IDls dIMI.9,h. peen yeMOW"'09Md a f sealed;hy
'Mind Wa err :KE (FL 0i CM102)'.oh the date shown
aboac otb[ a WA3-6.mkmloa mde.
limtM cuple,.f r6& ior-un varier raniideied dgued
'aad sealed terft m. t a
atrhhvonS"9tlmronf[(oDlei. ' ,
Orientation
H01 04-07-13 8" L 12" Circular Horizontal
H02 09-00-02 8" L 11t1 Circular Horizontal
H03 13-03-11 81, L 12" Circular Horizontal
% Allow %" Allow
Bearing Supports Dim. LXW Value Support Member Material
B1 Wall/Plate 3-1/2" x 1-3/4" 1076 Ibs n\a 73.0% Unspecified
B2 Hanger 2" x 1-314" 759 Ibs 47.4% 70.2% TFL1716
BC F oorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-10-12
Cautions
Hange l TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails.
Heade i for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist
Page 1,; of 23
613olse cascade Single 16" BCI® 4500s-1.8 PASSE®
J3A (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
400165 OF 1B GEIE10999A 411E BO 8955 F7
This drawk¢,aa hem elemnI.H7 slgned;a" "td by
'Maduel. Martlne" M (FL Lk 847102) 0 t72 'aMe shown
abovFa®L a 571A3aodrcmisadon mae.
H:med cqi.. or shli'dnsvmea r nm —iIdd i" dan.A
aad iiAed 'and>do SHA•1 aWhaadsadud: ldde.'mW he
•mhkC on auy ekmunk'wpiei.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design ,
properties and analysis methods..
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 12 of 23
,
B
Ise cascade
Single 16" BCIO 4500s-1.8
PSSI
J4 (Joist)
BC CA
C® Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
33
Job na
e: 4EHB-Hayden
File name: 4EHB-Hayden
Addre
s:
Description:
City, S
zip:
Specifier:
Custo
pate,
er:
Designer:
Code r
ports: ESR-1336
Company:
,I
�.
61
15-01-00
B2
FlonSummary
Total Horizontal Product Length=15-01-00
Reac
(Down / Uplift) (Ibs)
Bearint
Live
Dead Snow Wind
Roof Live
131,3-'2"
608/0
152/0
B2, 2"
598 / 0
150 / 0
I nari
Ci unman,
Live Dead
Snow Wind Roof OCS
Tag C escri tion
Load Type
Ref.
Start End
Loc.
100% 901,
1 Eitandard
Load
Unf. Lin. (lb/ft)
L
00-00-00 15-01-00
Top
80 20
Controls
Summary
Value
%Allowable Duration
Case
Location
Pos. oment
2720 ft-Ibs
66.5%
100%
1
07-07-04
End Rm action
748lbs
69.2%
100%
1
15-01-00
End S ear
731 Ibs
37.0%
100%
1
00-03-08
Hole A Shear
417 Ibs
76.1 %
100%
3
03-09-04
Hole A Shear
151lbs
27.6%
100%
4
07-08-00
Hole #3 Shear
407lbs
74.2%
100%
6
11-03-12
Total III:)adDeflection
U963 (0.184")
24.9%
n\a
1
07-07-04
Live L ad Deflection
L/1204 (0.147")
39.9%
n\a
8
07-07-04
Max efl.
0.184"
18.4%
n\a
1
07-07-04
P Depth
Span,lation
11.1
Hole
Valid
Hoiei,bummary
Center Elevation Ref. Height Width Shape Orientation
H01
03-09-04 8" L 12" Circular Horizontal
H02
07-08-00 81' L 12" Circular Horizontal
H03
11-03-12 8" L 12" Circular Horizontal
% Allow % Allow
Bea
ing Supports Dim. Lx Value Support Member Material
B1
Hanger 3-1/2" x 1-3/4" 760 Ibs 27.3% 51.6% THF17157
B2
Hanger 2" x 1-3/4" 748 Ibs 46.7% 69.2% TFL1716
BC F
loorValue® Summary
BC FI
'orValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Contr
Iling Location: 07-07-04
i
Cau
ions
Hang 'r THF17157 requires (24)10d face nails, (2) 10d x 1-1/2 joist nails.
Hang irTFL1716 requires (2)10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails.
Head )r for the hanger THF17157 is a Double 1-3/4" x 16" LVL beam
Head'r for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam
Live
n\a
4001650E 1B 6ESE10899A 911F 8D.9955 F7
'7Ns drawlne has-Deea.etec"oNrdry,sipr2C' a 0 wdtdDy
;Ma" d Moulder P.E. (FL Lk. VM82) m the . date sham
above "s�(t a STIA-iavdientitmioa [edb
copies M this iatuo. ue ror reuide,id ddeed
°ead waled and'tk SBA-1 aatheaticatipo. iode.'ma". be
eerBkA on anVekivonl� iopieti
Page 1113 of 23
Boise cascade SIM Single 16" BCI® 4500s-1.8 E�
A (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALCP analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
480t6SWID GE1EI0899A911F 8d 89.SS F7
:7GIs dtagin>n;irar DeeA electrePitaily:oipxd ma 1ez116 by
Mawd' MSitinea;;P.E.;(fl:`IFi., P471P4) m the We tAaeto
PiWk 60k of role d. r. ue wi ..oni a.nia: dao..d
;aad scaled artd theSHA¢,amhemic�loemde man,
4ac'hkG oii anv Heettonlcwolei'. '
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 14 of 23
9
'Ise Cascade
�
Single 16" BCI® 4500s-1.8
IF' SSIED
J5 (Joist)
BC CAIIC®
Member Report Dry 11
span I No cant. 124 OCS I Repetitive I Glued
& nailed
March 28, 2019 11:18:35
Build 7IIi33
Job name:
4EHB-Hayden
File name: 4EHB-Hayden
Addres'�
:
Description:
City, Sete,
Zip:
Specifier:
Custo
iler.
Designer:
Code
4ports: ESR-1336
Company:
r
J8A
1&02-12
B2
Total Horizontal Product Length=15-02-12
Reaction
Summary (Down / Uplift)
(lbs)
Bearincil
Live
Dead Snow Wind
Roof Live
J8A, 21
525 / 0
129 / 0
B2, 2"
525 / 0
129 / 0
Load
Summary
Live Dead Snow Wind Roof oCS
Live
Tag Description
Load Type
Ref. Start End Loc.
100% 90%
116% 160% 125%
1 Sandard
Load
Unf. Lin. (lb/ft) L 00-00-00 15-02-12 Top
69 17
n\a
Cont
,ols Summary
bment
Value
2495 ft-lbs
%Allowable Duration Case
59.3% 100% 1
Location
07-07-08
Pos.
End Ri
Faction
655 lbs
60.6% 100% 1
00-00-00
tt►a,ru„ras
,'o"" o_ MAp
End Sl
ear
641 lbs
32.4% 100% 1
00-02-00
Hole #
Shear
351 lbs
64.0% 100% 3
03-11-00
140 047162'
Hole 1#7
Shear
140 lbs
25.5% 100% 4
07-09-12
Hole
Shear
361 lbs
65.9% 100% 6
11-05-08
S STATE,OF z�
Total
bad Deflection
U1066 (0.169")
22.5% n\a 1
07-07-08
Live L¢ad
Deflection
L/1329 (0.136)
36.1 /° n\a 8
07-07-08
*�,i j�jhfA VA
Max D
fl.
0.169'
16.9% n\a 1
07-07-08
SEapux
Span il
Depth
11.3
.4001650MEM0899A913F 000955E
Hole L'
cation
Valid
TNsonyerawi0¢ nas aeen tlemOM[au/'sign[a aN scale
'Manntl Ma3tiaer,P.E {fl. 11L SaTfEtj on TAe'aate sAi
ebW g a 51iA-Smaiemkmion mace
Hole
Summary
Center Elevation
03-11-00 8"
Ref. Height Width Shape
L 12" Circular
Orientation
Horizontal
w ea cow or,b[c a—ia mi,n- ce :aea ar
a°d i.aid and Ore WA-1 aathiWlallo 1.de'.W
H01
H02
07-09-12 8"
L 12" Circular
Horizontal
H03
11-05-08 8"
L 12" Circular
Horizontal
% Allow % Allow
oCaI P1IM %'auNNv, w uim. 1Lxvvl
J8A Hanger 2" x 1-3/4"
B2 Hanger 2" x 1-3/4"
BC
Bch
Mrr�
655lbs 40.9% 60.6%
655lbs 40.9% 60.6%
ilue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Location: 07-07-06
Material
TFL1716
TFL1716
TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1 /2 joist nails.
for the hanger TFL1716 is a Single 1-3/4" x 16" I joist
for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam
Page
5 of 23
aBolse cascade — Single 16" BCI® 4500s-1.8 E
J5 (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (L1480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based ,on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
4901 abF.18 GElEI6899A X IF 00.8955 F7
"a,aM*r,Aaf Dees tlattoNcaq�j. siQoeE.;n0 sealed-ev
MaaaeJMattner;'P.E,{fl:Pa71d2).00 tPe date sham
esoce Z.
S11A3aoaenN<eUoa mac
a .a iudei m. a.J.7omn,.m ue om eo.iia rM,dgeed
aaa iealed aad`tlre SltA-1 zmneedrntioa` tnae mast tx
aetilk0 on asi ekmoglilooks.`
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be. reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-078B
before installation.
BC CALC®, BC FRAMER®, AJSTm,
ALUOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAW, VERSA -RIM PLUS®,
Page 16 of 23
013
se Cascade
� Single 16" BCl@ 45005-1.8
ASS D
J6 (Joist)
BC CAC®
Member
Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
1133
Job na
r' e:
4EHB-Hayden File name: 4EHB-Hayden
Addres
:
Description:
City, S
' te, zip:
Specifier:
Custo
'ec
Designer:
Code rf
rts:
ESR-1336 Company:
i�
B1
1s-oa-06
B2
Total Horizontal Product Length=1"3-06
Reaction
Summary (Down / Uplift) (Ibs)
Bearings
Live Dead Snow Wind
Roof Live
131,2-
8"
612/0 153/0
132,2"
610/0 152/0
Load
(Summary
Live Dead
Snow Wind Roof OCS
Live
Tag D
scri tion
Load Type Ref. Start End Loc. 100% 90%
115% 160% 125%
1 S'andard
Load
I
Unf. Lin. (lb/ft) L 00-00-00 15-03-06 Top 80 20
n\a
Cont
,olS Summary
oment
Value % Allowable Duration Case Location
2828 ft-Ibs 69.1 % 100% 1 07-07-12
Pos. N
ttrrar"rtt�
End S ear
746 Ibs
37.8%
100%
1
00-02-06
Hole #1 Shear
408 Ibs
74.3%
100%
3
03-11-10
a No 047182
Hole Shear
163Ibs
29.7%
100%
4
07-10-06
- Z
Hole Shear
421 Ibs
76.8%
100%
6
11-06-02
STATE OF �,
Total oad Deflection
U913 (0.198")
26.3%
n\a
1
07-07-12
Live LI ad Deflection
L/1142 (0.158")
42.0%
n\a
8
07-07-12
Max Defl.
0.1981,
19.8 /o
n\a
1
07-07-12
SERW171
Span % Depth
11.3
.480T6S OF 3B 6E SE76899A911F BD8955 F7
Hole cation
Valid
Ibis ErawinY bas0em;elet"°aF2iN.siLnitl;ana mltd 5V
:F. "M Ma"iatf, RE: )FL. LIG 9421/2)':on t22 date show"
eDvve adaL a SfiA-laaUrcmltMloa m0e.
Hole Summalry
Center Elevation
Ref. Height
Width
Shape
Orientation
Ih M. cv°i;s I n:v L<mrem r. "m rmri0witl, damA
aM iWId Intl-thl SHn•i aMhi d at6W lads, M a
H01
03-11-10 8"
L 12"
Circular
Horizontal
aQuxaaoYf"`°''
H02
07-10-06 8"
L 12"
Circular
Horizontal
H03
11-06-02 8"
L 12"
Circular
Horizontal
% Allow % Allow
Bearl�ng Supports Dim. (Lxffl Value Support Member Material
B1 Wall/Plate 2-3/8" x 1-3/4" 766 Ibs n\a 64.9% Unspecified
B2 Hanger 2" x 1-3/4" 762 Ibs 47.7% 70.5% TFL1716
BC FiloorValue@ Summary
BC FI rValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Contr ; ling Location: 07-07-14
TFL1716 requires (2)10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails.
for the hanger TFL1716 is a Double 1-1/2" x 11-114" LVL beam
Page 07 of 23
Boise cascade Single 16" BCI® 4500s-1.8iE
J6 (Joist)
BC CALCO Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer.
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
400165UF 196ESE10899A.911F,Bp89SS F7
7Ns dlawinZ,nas been elecvordcaU7:51r0dW1 sealed,"
Ma`oael: M5"inev, P.E (FL. L16 947iM an Vie date -shd
eldvemint o WA-1. 1,Akad. cnde.
PiintM iqY M'teii"Jocvm.id..--im" d.-shed
,and sealed ad iae S""An'dGe-icaaloi idwmmt„be
amhhid on aav ekclroet[ copies:
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as,
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must The in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation. ,
BC CALC@, BC FRAMER@, AJSi-,
ALLJOIST@, BC RIM BOARD-, BCI@,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 18 of 23
0134
se cascade Single 16" BCIO 4500s-1.8 PASSE
J7 (Joist)
BC CA
C® Member Report Dry 11 span l No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7
33
Job na
e: 4EHB-Hayden File name: 4EHB-Hayden
Address:
Description:
City, State,
Zip: Specifier:
Custo
�er. Designer:
Code r
ports: ESR-1336 Company:
I�
77777777
f
J8
t5 os oa B2
Total Horizontal Product Length=1"3-08
Reacl
ion Summary (Down ! Uplift) (Ibs)
BearinE
Live Dead Snow Wind Roof Live
J8, 2"
551 / 0 138 / 0
B2, 2"
551 / 0 138 / 0
Load
Summary Live Dead Snow Wind Roof oCs
Live
Tag D
scri tion Load Type Ref. Start End Loc. 100% 90% 1150/6 160% 125%
1 Standard
Load Unf. Lin. (Ib/ft) L 00-00-00 15-03-08 Top 72 18 n1a
Controls
Summary Value % Allowable Duration Case Location
2559 ft-Ibs 62.6% 100%t, 1 07-08-00
Pos. Moment
End R
ysY�r:uurr�r►
faction 688 Ibs 63.6% 100% 1 00-00-00 ,#'°{;,.A. r'
End S'ear
673lbs 34.1% 100% 1 00-02-00
Hole #
Shear 193 Ibs 29.8% 100% 3 06-07-10
Hole #
*:
= p
Shear 339 Ibs 61.8% 100% 4 10-11-03MC
Total
ad Deflection L/1007 (0.18") 23.8% nla 1 07-08-00 -STATE CF
Live Load
Deflection L/1259 (0.144") 38.1 % nla 6 07-08-00 a,.�`z a s�� *��',•"°
Max D
fl. 0.18" 18.0% nla 1 07-08-00 p"?a t ......
Span /
ttsrrs��e�}���
Depth 11.3 SERuitu
Hole L
Ication Valid 400165OF706E1E10899A91IF908955i,
zCnwin¢.hu eeco demolow clg.ed m4 M.,
el Maztiate;`P.E. (Ft. tfi 0471M02 IM Cate-sh
Hole
'ummary Center Elevation Ref. Height Width Shape Orientation eUove wing a S11A3auCieatimtion cone.
aa0 sealed anil t6eSRAdamRer%Icat(oaioee`maa
06-07-10 8" L 11" Circular Horizontal wtd i < 1 the Ihk� � ca o� �'
-•
H01
H02
—hkdwauy eleictoniccoofe::
10-11-03 8" L 12" Circular Horizontal
%Allow %Allow
Bearing
Supports
pports Dim. (LxW) Value Support Member Material
Hanger -2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716
J8
62
Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716
I
BC F
,00rValue® Summary
Subfloor: 3/4" OSB, Glue + Nail
BC FIcbrValue®:
Control
Minimum Enhanced Premium Subfloor Rating: Code Minimum
ing Location: 07-07-12
Caut
l
ons
1 TFL1716 requires (2)10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails.
Hange
Headed
for the hanger TFL1716 is a Single 1-3/4" x 16" I joist
Header
for the hanger TFL1716 is a Single 2-1/2" x 16" I -joist
i
Page
9 of 23
10�
Boise cascade � Single 16" BCI@ 4500s-1.8 PAS E
J7 (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
49816SOF 7B 6E1E10899A91 iF 8089,SS F7
7b4 dre ft.h t been *dKU.W.W Oped .A sakd,' y
Maonel'Marttper; P.E,{fL 114,Od71M oa tM gaze A&wn
,e6ove w�i. S11fr1aadidel<n17on mde.
Med..ia{�s otihli aewpiem uR'i,T emiiE �d,iieeed
"end riw'd a�-tbe 571Ai aazheazkaziw rode maa, De
evei8h!G uneoq etecirenf((opki.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified, engineer or other appropriate
expert to assure its adequacy, piior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJSTAI,
ALLJOIST®, BC RIM BOARDThI, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 20 of 23
B
fte Cascade
Single 16" BCl@ 4500s-1.8
h�SS
J8 (Joist)
BC CA'
C® Member Report
Dry 1 span I No cant. 116 OCS I Repetitive I Glued & nailed
March 28, 2019 11:18:35
Build 7
33
Job na
e: 4EHB-Hayden File name: 4EHB-Hayden
Addres'�
:
Description:
City, S
'' te, Zip:
Specifier:
Custo
er:
Designer:
Code
ports: ESR-1336
Company:
i
J3A
03-0"8
BM1
Total Horizontal Product Length = 03-04-08
Reac
!on Summary (Down ! Uplift) (Ibs)
Bearin
I Live
Dead Snow Wind
Roof Live
J3A, 2'
I 32310
81 / 0
BM1,
407/0
102/0
Load
Summary
Live Dead
Snow Wind Roof ocs
Live
TagD!Iscri
tion
Load Type Ref. Start End Loc. 100% 90%
115% 160% 125%
1 S
andard Load
Unf. Area (lb/ftz) L 00-00-00 03-04-08 Top 40 10
16
2 Reaction
from J7
Conc. Pt. (Ibs) L 01-11-02 01-11-02 Front 550 138
n\a
�_sgoy#iirtiai,.
vVIIL,Vw aunrn1ary
yaiue
/oAuowabie
duration
case
Location
Pos. oment
614 ft-Ibs
15.0%
100%
1
01-11-02
End R
faction
509 Ibs
47.1 %
100%
1
03-04-08
End St
dear
498 Ibs
25.2%
100%
1
03-02-08
Total
� ad Deflection
1-/999 (0.008")
n\a
n\a
1
01-11-02
Live Load
Deflection
U999 (0.006")
n\a
n\a
2
01-11-02
Max Diiiiii
0.008"
n\a
n\a
1
01-11-02
Span /,
epth
2.4
%Allow
%Allow
Beari,ng
SupportS
Dim. Lx
Value Support
Member
Material
J3A Hanger 2" x 1-3/4" 404 Ibs 25.3% 37.4% TFL1716
BM1 Hanger 2" x 1-3/4" 509 Ibs 31.8% 47.1% TFL1716
BC F oorValue@ Summary
due®: Subfloor: 3/4" OSB, Glue +
Minimum Enhanced Premium Subfloor Rating: Premium
Location: 00-01-04
TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails.
for the hanger TFL1716 is a Single 1-3/4" x 16" I joist
for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist
No 047,369
STATE OF
400165 OF 106EIE10899A 911F 0D 9955 F7
lbh Mawioebat been ftWWC.W'dmed .4 1141a by
ManuelM6tttner, PA (Ft. tk. 9471M oo d* date Ao
above mini a St A-i euarcmk.IW [ade.
vcmted copies pf .ek eocum«a'ma iwi �on'ia.ie`4 daeeA
'and seated ancvm SHA-1 ambeadmton'�code malt be
�xthkd on anY.elfctron(c coplei
Page 41 of 23
*Boise cascade EM Single 16" BCI® 4500s-1.8
J8 (Joist)
BC CALC® Member Report
Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 201911:18:35
Build 7133
Job name: 4EHB-Hayden
File name: 4EHB-Hayden
Address:
Description:
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: USP Structural Connectors
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
4401650E 106ElE10899A 911i WED 55 i7
This draft-h-beta ef"rdcaRy.sigrted" sealedlbV
f4a4e! MartiPer,"PE' Oa. lk. SaT18Y) oa the Cate Shd
,apovc.. e�57u3avdiemfER cone.
o,lcsed.<:Pies of sh:r'Yasumsm arnnm raoudred,dgn•d
'a 0 iieled and: tAt. 9TA•1:aW ddafloo' Cade:M- be
xrNkd meavy ciemoP(c.mPle%
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJST",
ALLJOIST®, BC RIM BOARD7Ad, BCI® ,
BOISE GLULAMTM, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 22 of 23
B'
I
Ise Cascade — Single 16" 13CI04500s-1.8 p SSE
J8A (Joist)
BC CA'
C® Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35
Build 7
33
Job na
e: 4EHB-Hayden File name: 4EHB-Hayden
Addres
: Description:
City, Sl
ite, Zip: Specifier:
Custo
er: Designer:
Code r
ports: ESR-1336 Company:
J1A
02-0"8 B2
Total Horizontal Product Length = 02-01-08
Reaction
Summary (Down ! Uplift) (lbs)
Bearingli
Live Dead Snow Wind Roof Live
J1A, 2";
19210 4810
B2, 4"
446 / 0 110 / 0 1
Load
,Summary Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 Standard
Load Unf. Area (Ib/ftz) L 00-00-00 02-01-08 Top 40 10 16
2 Ri
action from J5 Conc. Pt. (Ibs) L 01-04-10 01-04-10 Front 525 129 n\a
Cont
04141311rr!1
ols Summary Value %Allowable Duration Case Location,;�L,�a+:4
ment 244 ft-Ibs 6.0% 100% 1 01-04-10;e.1'`
Pos. M'
End RdOction
556 Ibs 37.7% 100% 1 02-01-08 No 04-716 :
End St
ear 534 Ibs 27.0% 100% 1 01-09-08 -a
Total L
ad Deflection U999 (0.003") n\a n\a 1 01-04-10 TAiFAf
il'd
Live L
Deflection 1-/999 (0.002") n\a n\a 2 01-04-10 ,.e
Max D
fl. 0.003" n\a n\a 1 01-04-10 '`�Ost'®
Span /
epth 1.3
i SERViCY�
46°165OF M 6ESE10899A911F BD 89 55 F7
Bears
% Allow % Allow 7Ms dnwine hw,b ea ef"omap Vp*d mw —1.1;
'Manuel MMI.Ir"R.E (FL. lic,94706) 0 tht Case sho
SupportS Value Member Material
Dim. Lx Support
Hanger 2"x 1-3/4" 240lbs 15.0% 22.2% TFL1716
J1A
B2
Wall/Plate 4" x 1-3/4" 556 Ibs n\a 37.7% Unspecified °'�'" aotl" '""'"'' .1.11
ceihhA on aop dearonis <oples.
BC Flo
orValue@ Summary
rValue®: Subfloor: 3/4" OSB, Glue + Nail Disclosure
BC Flo
Minimum Enhanced Premium Subfloor Rating: Premium Use of the Boise Cascade Software is
Controlling
Location: 01-01-00 subject to the terms of the End User
g License Agreement (EULA).
Completeness and accuracy of input
CautlIns
must be reviewed and verified by a
qualified engineer or other appropriate
TFL1716 requires (2)10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails. expert to assure its adequacy, prior to
Hanger
Header
for the hanger TFL1716 is a Single 1-3/4" x 16" I -joist anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
Note
building code -accepted design
imeets Code minimum (U240) Total load deflection criteria. properties and analysis methods.
Installation of Boise Cascade
Design
Design
meets User specified (L/480) Live load deflection criteria. engineered wood products must be in
Design'rneets
arbitrary (1") Maximum Total load deflection criteria. accordance with current Installation
Calcul
ions assume member is fully braced. Guide and applicable building codes. To
Hanger4
Manufacturer: USP Structural Connectors obtain Installation Guide or ask
L questions, please call (800)232-0788
BC CA
C® analysis is based on IBC 2009. before installation.
Comp o
l ite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design
ased on Dry Service Condition. BC CALC@, BC FRAMER®, AST""
ALLJOIST@ , BC RIM BOARD , BCI®
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 2
of 23
Gable Stud Reinforcement Detail
- -- - - -- --- - - - - - ---- ---- - -
-- ASC-E 7-101 160 -mph- Wind Spead -T Mean -Height; Enclosed, -Exposure--C, Kzt = 1,00
Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed, '15' Mean Height, Enclosed, Exposure I), Kzt = LOO
nr, tpn mnh Wind Snead. 191 Menn Helmht. Partially Enclosed. Exposure B. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace K
(1) 2x4 'L' Brace K
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace K
(2) 2x6 •L' Brace K
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
4
n r
#1 / #2
3' 10'
6' 7'
6' t0'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
-
S P f�
#3
3' e,
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' It'
9' i'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Q
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
IF 1'
14' 0'
14' 0'
#1
4' 0' 1
6' 8'
6' 11'
7' 10,
8' 2'
1 9' 4'
9' 8'
12' 4'
12, 9'
14' 0'
14' 0'
--j
S P
#2
3' 10,
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
1 12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' li'
7' 5'
9' 2'
9' 7'
to, ti'
11' 8'
14' 0'
14' 0'
N
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
to, it,
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
�-%
#1 / #2
41. 5'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
13' Ill
14' 0'
14' 0'
14' 0'
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
10, 10'
13' 9'
14' 0'
14' 0'
14' 0'
U
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
H
Standard
4' 2'
1 6' V
6' 5'
8' I'
8' 8'
10' 5'
10' 10,
12, a,
13' 7'
14' 0'
1 14' 0'
#1
4 7'
7 7'
7' 11'
9' 0'
9' 4'
10, 8'
it, 1'
14' 0'
14' 0'
14' 0'
14' 0'
a
S P
#2
4' 5'
7' 6'
7' 9'
9' 10,
9' 3'
10, 7'
11' 0'
13. 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, ill
13' 4'
14' 0'
14' 0'
14' 0'
a
`0
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
S' 8'
6' 0'
7' 6'
8' 0'
10' 2'
t0' 10'
li' 10'
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
U
O
S P F
u F
i 1
#3 _
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
Ill 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
Il' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
T 5'
9' 4'
10, 0'
il' 6'
12, 0'
14' 0'.
14' 0'
14' 0'
14' 0'
X
#1.
5' 1'
85'
a, B'
9' it
10, 31.
Ill 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
Ill 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, i'
11' 7'
12' 0'
14' 0'
14, 0'
14' 0'
14' 0'
-I
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
Ill 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
a
Standard
4' 7'
6' 6'
6' 11'
8' 8'
1 9' 3'
1 11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
About
j�
able Truss
Diagonal brace option-
vertical length may be
doubled when diagonal
18
A
brace is used. Connect
L
diagonal brace for 60011
'L'
at each end, Max web
Brace
total length Is 14'.
3fE3if
2x6 DF-L #2 or
better diagonal
T
1
T11
Vertical length shown
braces single
B'
In table above.
I
or double cut
L
45'
(as shown) at
upper end.
Connect d' verb at .__ Refer to chart above for lot tb U ,,
midpoint of vertical rob. �.� (
aYAMNM.. READ AND FILLOW ALL NMS ON THIS DRAWMQ
..DIPDRTANT.. FURNISH THIS DRAWDVG TD ALL COIRRACTDRS DMUDDu THE INSTALLERS. Q` AGE k
Trusses require extreme care in fabricating, hand9ng,•shlppina, InstalBng and bracing• Refer?; to and
FoRaw the tatest edition of BCSI (Bulding Component Safety Infonwtion, by TPI and SBCA) fcr'..safety
practic.. prior to performing these functions. Installers shalt provide temporary bradsg per $CSL
Unless noted otherwise, top chord shall have property attached siructwol sheathing eeW bottbn chard ,* ,.✓
shall have a properly attached Held celUng. Locations sham For permanent lateral restraint of webs _ -
tttt7777 shall have bracing installed per SCSI sections 43, B7 or 210, as applicable. Apply plates to each face '
II f truss and position as shorn above and on the Joint Deta0.s, eIIII noted otherwse, _ s OF
u Refer
to drar�.ps 16OA-I for standard plate positions.
Alpine, a divWon of IN BuRding Components Group Imo shell not be responsible for arty deviation from 1b
AN 1TWWMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, q, 0 RvoY_
hstaRation 6 bracing of trusses. qq ('F
s acceptance of professlonnl
A seal on this drawing or cover page listing this drawing, Indcateqq .
erpheer4sg re solely for the design shown. The sultablew and use of this dmehg
for any struetu�esu the respats0r¢Ity of the BuldNp Dew w A;r I: 1 Ser2
133139 Lakefront Drive far more Information see this ,Job's general notes page and these web sites/Y/Y•rd9At¢c�R;�e4,Al**Ll
Earth City, MO 63045 ALPINE, ne,ntpinePoe.coni TPh nr.tpinstorgl SBCM msbdnductry,orgl ICG ww.iccsafe.org
Bracing roup Species and Grades -
Group AI
S ruce-Pine-Fir Hem -Fir
#1 / #2 Stand d 1 #2 1 Stud
#3 S 1 #3 IStandard
Dou las Fir -Larch Southern. Plnewww
#3 #3
Stud Stud
Standard Standard
Group Fit
Hem -Fir
#1 6 Btr
#1
Do las Fir -Larch Southern Pinewsse
#1 #1
#2
Ix4 Braces shall be SRB (Stress -Rated Board).
K.For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
vatutea-may be used with these grades.
Gable Truss DetcA Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 PIP over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) nails.
)K For I 'L' braces space nails at 2' o.a
In 18' end zones and 4' O.C. between zones.
)K)I;For (2) 'L' braces, space malls at 3' o,c.
In 18' end zones and 6' o,c. between zones.
'L' bracing must be a minimum of BOX of web
member length.
11 Gable Vertical Plate Sizes
No S lice
Less than 4' 0'
2X3
Greater than 4' 0', but
less than !1' 6'
3X4
Greater than 11' 6'
4X4
Vertical Len th
l1
+ Refer to common truss design for
peak, splice, and heel ,plates.
Refer to the Building Designer for conditions
not addressed by this detail.
TOT. LD. 60 PSF
MAX, SPACING 24.0'
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
n- lPn mnh Wind Snppd. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) ix4 'L' Brace x
(1) 2.4 'LBrace x
(2) 2x4 'L' Brace xw
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
-
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
L� r
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
it' IV
13' 7'
14' 0'
O
I� r
Standard
3' 6'
4' 7'
4• 11'
6' 2'
6' 7'
8' 4'
B' 11'
9' B'
10' 4'
13, 1'
14' 0'
#1
3' 10'
1 6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
it, 9'
12' 2'
13' 11'
14' 0'
-j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
It' 7'
12' 0'
13' 9'
14' 0'
(U
D F L
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, to,
13' 8'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
to, to,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
B' 3'
8' 11'
9' 7'
12' 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' S'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13, 9'
14' 0'
14' 0'
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11' 1
10' 4'
13, 1'
13' 7'
14' 0'
14' 0-
L
L i
Stud
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
f l P
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
10' 4'
IS' to,
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' IS'
10' 7'
13' S'
13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' S'
8' S'
8' 9'
to,10'
B95'
6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' ill
6' 4'
7' 11'
8' 5'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
k,DI
D F L
Stud
4' 1'
S' il'
6 4'
7' 11'
8' 5'
10' 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
to' 2'
11' 0'
11' 9'
14' 0'
14' 0'
�f
U
S P F
#1 / #2
4' 8'
7' 11'
8'2'9'
4'
9'e'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
03
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, Ill
Ill 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
e' 1'
9' 2'
9' 6'
to, 11'
Ill 5'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
F
Standard
4' 5'
6' 6'
6' 11'
8' S.
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
8' 0'
a, 3'
9' 5'
9' 9'
11' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' !to
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' 3'
9' i'
9' 7'
it, 0'
ill 6'
14' 0'
14' 0'
14' 0'
14' C'
I
DFLI
Stud
4' 6'
6' to,
7' 3'
9' 1'
9' 7'
1 11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
s-
Standard
4' S'
6' i'
6' S'
8' 1'
8' 7'
10' 11'
11' S'
12' 8'
13' 7'
14' 0'
14' 0'
Bracing Group Species and Gradesi
Group Al
S uce-Pme-Flr Hem -Fir
al / #2 Standnrd 1 a2 1 Stud
#3 1 Stud 1 03 jStamd.rd
Dou las Flr-Larch Southern Pinewxw
#3 03
Stud Stud
Standnrd Standnrd
Group Bi
Hem -Fir
01 & Btr
al
Dou lns Fir -Larch Southern Pineiww
#i at
#2 #2
lx4 Braces shall be SRB (Stress -Rated Board).
wwFor ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
11
values may be used with these "odes.
Gable Truss Detail Notesi
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 135 ptf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
ZutL Attach 'L' braces with lod (0.128'x3.0' min) nails.
able Truss )K For (1) 'L' bracer space nails et 2' o.c,
In IS' end zones and 4' o.c. between zones.
)K)KFor C2) 'L' braces, space nails at 3' o.c.
Diagonal brace options - -r In 18' end zones and 6' loc. between zones.
vertical length may be
doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web
brace is used. Connect L I member length.
diagonal brace for 690# 'L' -I{-
- e
at each end. Max web Brace L[G
able Vertical Plate Sizes
total length Is 14', il(ilf Vertical Len tin No Splice
2x6 DF-L a2 or s than 4' 0' 2X4
better diagonal r' ater than 4' 0•, but 4%4
Vertical length shown bracei single B, ess than l2' 0'
In table above. or double cut
45' Cos shown) at �--. J.- fer to common truss design Far
upper end, il, hrn h�,� ak, splice, and heel pinies.
ontlnuous Benrtng Refer to the Building Designer for conditions
Connect diagon.T at 11111II1i1! not addressed by this detail.
midpoint of vertical web. Refer to chart above for max gsM. r%'1d, length.
-VARN119awe READ arm FOLLOW ALL NMS a TMS DRAVINm rwREF ASCE7-10—GAB16030
01PORTAHT- FURMSH TWS DRAVRIO TD ALL CONTRACTORS LNMUDING THE INSTALLERS. ` ch,
T....ee r julre extreme care In fabricating, handling, shipping, installing and bracig. Refer to and `��e. �`�s/V�` / DATE 10/Oi/14
fall.. .t(B he (.test edition of BCSI utd!ng Conparbent Safety Info tbn, by TPI and SBCA) for safety
roctices prior to performing thefunctions. Installers shall provide temporary bracing per BCSL
Unse less noted otherwise, top chord shall have properly attached st—t—t sheathing and bottom chard _ No ' DRWG A16030ENC101014
shag hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs
�� shall have brace ion ..ed per BCSI card .s the
J or Det is applicable. Apply Plates to each face
Q of truss and shins all shorn above and on the Jost 210, s, unless le. A otherwise.
Refer to drawings 160A-2 for standard plate positions, ZZ
alpine, a division of ITV Bwtdtng Conponents Group Inc shall not be responsible for My devintl- from ATE OF
AN (TWCOMA4NY this raw s ding any Pure to bind truss
the tss In conformance with ANSI/TPI 1, or for h.ndlina. shipping, �O l� ff��, MAX. TOT. LD, 60 PSF
it. [an L aObracing of trusses.
--. _. nlandnaMng=anvst paGo _ ptaTzi=of=prdfs - -
__�engtrreerine responsibility solely for the design slam The sWIL.Mty and use of this drawing
13389 Lakelronl Drive far arty structure Is the responsibility of the Bull6ng DerJgrxr. pin' ANSI/TPI 1,`E��y' qA!p y �
Earth Lakefront
06D046 For nor. Information see this Job's general notes page and these web sites, /� e l4fi � ai�t
aLPwE, wr.nipndbcam) Till, rrr.tpnstor� SBCN wrr.sbcndustryorg7 ICP rrrhaafvarg 4lft SAIVFi t+t MAX, SPACING 24,0'
'I
Reinfo
Mend
Go
Tr
Gab_ le Detail
For Let --In- Ver—tical=s Gable Truss -Ptate Sloes
If web has a scab brace, then webs Refer to appropriate Alpine gable detail for
over 48' from Joint to Joint need minimum plate sizes for vertical studs.
to be braced with 'L' or 'T' braces.
Brace is 90% of member length. +)Refer to Engineered truss design foi• peak,
splice, web, and heel plates.
Gable vertical length ®If gable vertical plates overlap, use a
+ greater than 48' 'L' single plate that covers the total area of
or 'T' brace required the overlapped plates to span the web.
r A(+ +
ss6 Examplet 2X4
vh 2X4 r2X
m 'T' Reinforcement Attachment Detail
P'ti m 'T' Reinforcing 'T' Reinforcing
Member Member
+ Toe -nail - Or - End-nall
brace required .�
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design.
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Naltsi
10d Common (DA48'x 3',min) Nalls at 4' o.c. plus
(4) nalls In the top and bottom chords.
Toenalled Nallsi
10d Common (0448'x3',min) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, AU030051014, A10030051014, A1403OD51014
ASCE 7-10 Gable Detail Drawings
Ai1515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A2003DEND101014, A20030PEDIOLD14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
`T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
//��\\
Q If\\vlI
lJ
AN il-1N COMPANY
193891akedonlDrive
E&ACIV,n10&W
®WAS READ AND FLUOW ALL MITES ON THIS DRAWD,w
NNDFWANM I`tXMSII nn DRAWING TD ALL CDdI1RAEnsm IAR7.tII m THE PwALLERS.
and
Trusses require extreme con In fabricating,onp handtkp, Safely for safety
In O, Installing turd band S Refer safety
foUon the latest edition of BCSI B,,AAtlg Component Safety all provide to xw and bracing
prnctices prior to perfon4Aa these funetlons. installers shall provide tonporar br per BCSL
UMess noted atfierwise. top chard shall have property attached structural shwa idng'an batten chord
shall have a properly attached rlpld ceGInp Location shorn for permanent lateral e`stroktt of webs
of shot[ have drnWg Ytstottad per SCSI sectlarts 83, B7 or 810, as op�Icnble. Apply pintos to eadt face
of truss and posk160 as shown above and on the JdM Details, tciless noted otlmslse.
Refer to tMweips 160A-Z for standard plate positions
Alpine, a division of ITW Pudddnnoa components Group Inc- shall not be responsiWe for an deviation fret
this drawInp any failure to build the truss In conformance with ANSI/TPI L or for handbag, shipping,
Installation & brackp of trusses.
A seal an this drawkp or ewer pope Ilst6V this drawkq, Indicates acceptance of professional
aAse!" try sorely for the shown The stltobilky and use of this ua'e'o
eery =truetts� fire req�oeuM!!Y av the AIdYg Dnlgw Pee N6i/TPI 1 SeeB
For more Information see this Job's penernl notes ppaa�goO and these .eb sites
ALPINE+ www.al eMrcon! TPD v . IInstorgl S&cAt wewSbt:Industry.orBl ICp wwJcccafaorg
lmttttili ua,
+'t 9
tl' . F?Tj r�
4 Qt?,.1GEN
. .. � ..
rvn tea#s2 ° * .
„*i Z.
r,; a
:,O, r r,��'ti
tatiba
'%tD 9pt: tv`'�`
r"P0p§4i'gt
Aw°D �«
—
Y
_ _ _ _
-DATE
MAX, T❑T, LD. 60 PSF
MAX.
REF LET -IN VERT
10/O1/14
DRWG GBLLETIN1014
DUR. FAC. ANY
_ MAX. SPACING 24,0'
2x4 Chords
W4X4, Min,
�— 24
T.
Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity.
X Hip Frame Details B /
Hip Frame
�I
Common
Tr sses
Stepped Hip
System Trusses
n c #1 Hip
Pitched and Sheathed
Chord Area
Hip Framew
B Bottom Chord
o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0.131'x3,5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing.
Hip frame lumber is SPF, So, Pine, HF,
or DFL Standard, Stud grade, or better,
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip _
purlins must be intact and properly attached, Setback System Trusses
Use this detail fors
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer,
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, .
Structur 4 anels must be properly attached directly
Residential, Wind TC DL=4,2 psf, Kzt=1,00
To hi[���LY t���iNtirlins,
-WARHBADww READ arm POLS.DW ALL NOM W TRIS BRAWMG e� GEN '�� , REF HIP FRAME
—VeEWMT_ f1JRNM nUS BRAWIM M ALL CMTPAMM ucLi1DM TW DMALL
Trussee rem,lre e.trene care In fobrieating, hantlllnD, sWppbo• hst.1ft and bracing. Refer to and i�� ' V� F DATE 10/O1/14
follow the latest emtlon of BCSI CButtllrg Corponmt Safety Inforwtlon, by TP[ ontl SBfA) for safety N Z
praetic prior to perfarneg theses funetlons. Beetallers shot! provide tenparwyy bradr�g per BCSI.
unless oared atherdse, top chord shag have property attached structrNt shenthng an bottan [hard _ � � c DRWG HIPFRIB01014
r shall haves a properly attachetl rlgltl [ettelg. Locatto" chum for pervoa ieM Intern{ rastraht of rebs. ,.
^� shall have bracing ion asetl par BCSI sections the
B'7 or Det as -A,ss le• d plates to each face _—
d of truss and ppoostbn as shorn above and on the Joint Beta4s, unless rotrd othenlse. SA`IE OF
Refer to drowtngs 16CA-Z far standard ptate posftto .
Alpine, o dlvfslon of [TV BWldinD ConponeMs Grouupp Inc shall not be responsible for any tlavintion iron
AN ITW COMPANY this drawing, any foAure to 11 the truss b conforrance with MSI/TPI 1, or for ha 01.p, shlppina, �f � � O OP.
hstnllation L bracing of trusses. f. --
_.__ —A-soot- d.ygn_ _ '_ _ /�-
e�re3(!<MSARity Eolel the of LSte gu0.Artg Df61D" D�'yAWLTPI 1 f tti d— ry'• $� �
for any tore Is tir@
13389 Lakefront Ddve For rare information see *Is Job's general notes page and these web sites �i�aeituHl1Ulµna��
Earth0ty,Mo 63046 ALpgi(, levAlalneltecen) TPD wwetolnstorpl SRCfw w abdndustry M ICO nwlccsoPo.org _
Valley Detail - ASCE 7-101 160 mph, 30' -Mean Height, Enclosed, Exp.--C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF=L #2 or better.
)K)KAttach each valley to every supporting truss with,
(2) 16d box (0,135' x 3,5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown,
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
12
12 Max,
2X4 X4
I-- 8-0-0 max --i
4X4
12
12 Max. I-
1X3
IX3 (Max
X3 5X4/SPL
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o.c. or as otherwise specified an engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
1 Le-nalled
•s
2X4
� SQ
Square Cut
Bottom Chord
Valle
2X4 4X4
Stubbed Valley Optional Hip
End Detail Joint Detail
20-0-0 (++) 1 at 2m, O.C. I Plan v
Supporting trusses at 24' o.c, maximum spacing,
triHfilnttWpe,
-WAFMG- rd_ae NM FUUM'' ALL turfs ON TIDS MAVM
THIS BRAVOS TD ALL CaNTRACrERS VJMAMDIG 4E DWALLERS
�S AR �'f
TC LL 30
30
40PSF
REF VALLEY DETAIL
-DfgwANrm FIDs M
Trusses regale vatrme care In fobrkatkv, handUne. shipping, [AstdUn9 and bradng. Refry to and
Infamotion"ti- of' 1 fPer
esto ye,penryy
` Cs. �' I�` `•i
a -�
.�C DL 20
15
7 PSF
DATE 10/01/2014
DRWG VAL160101014
pProtutso
ctk ao.e pr perfor,d. these u(Runai�V.— Ena+aU- shW providey bro BCSLy
to,
Wd s rested ath.r,tse, top chord shnU have properly attached .truetvsheothhp a button chord
�\`�@17d ��'
'T,
BC DL 10
10
10 PSF
a �EEETTT F��
I L_I I�
shall have property attadlld ad eell1ttn�pa Loratlons sham far pernvrent lateral restrobtt of ebs
shall have bra gr�p Inst.U.d per BCSI seetfom B3, H7 or RIC, as apptkoble. Apply plates to each face
of truss ord odtbn o. sham abo- and on the Jalnt Datalta, u+ieas noted otherNss.
C LL 0
0
0 PSF
�+
AN TY OOMPANY
Refer to dm 16HA-I for Undard ptate poslti—
Atptn., . .vision of fry ew�p tonpanmts G-7 Inc. halt not be rsspowbt. far = d ktt.. fron
thh dr..kV, any falbam to bul ttw truss In cantor ants sith ANSI,TPI 1, or for haMurp, sMpph),
=
_
�TP of
-
Tl3T. LD. 60
57PSF
55
in.tWlatlon a brncing of truss...
A —1 on thds &-.slop or tour. page Usury thlc dra l.g, kxlmtes acceptance of professbnal
mq,reH p Far v e d.sg — Tt a mrtatuty and Asa of this dra.bo
tom? 01 r
'� ���.` F; l
UR.FAC.1.2511.33
1.15
115
t338H Lakelronl Criva
�satety
For any etn+eWeros- " reRity of thr 8u1UArq Desgrar per NLSVEPI i SreL
For none ktf.rn tlon see general notes page and these •eb sits
..;:'L'
`'��it `6.A`
SPACING
EaM Cily,M0 H3845
r ,lob's
ALPINE...•.atpl-lt cool TPB n..tpk?starpt SBCN ...a ndustry.orpt ICO rr.�kaofmorp
���
h
�'?/�t1114tlrltt?"4��
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Note+ Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane toads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
Nis Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications.
Detail A - Pur(in Spacing = 24' o,c, or less
Piggyback cap truss slant nailed to all top chord
12 purtin bracing with (2) 16d box nails <0135'x3.5')
and secure top chord with 2x4 03 grade scab
Up to 12 (1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
4'
-spacing =
O.C. Max
1—Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between,
Detail B ' Purlin Spacing > 24' o.c, Piggyback cop truss slant Walled to all top chord purtin
bracing with (2) 16d box nits (0135'x3,5') and secure top
chord with 2x4 N3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c,
12 Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box malls (0,13510,51).
Up to 12 V I I I I \\
I I \\ I I \\ ( I I // 11 a4- o.c. max
Full
Top Chord Scab (Typical Each End) Nord Flat top chord purlins required at
Depth both ends, purtin spacing > 24' o,c.
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max, and use Detail A. 11ad@�iitlTill
WAW@lfdu REAR NO FMIJN ALL NOTES ON TWS DRAWRQ
-91)W tTANTww FumsH THIS mwvm TO ALL CMTMMRS INCI.ID DIG THE INSTALLERS.
Refer to
���`�'EL A4
Trusses require extreme care In fabricating, handling, shipping, ImstalUng and brace-G. and
follow the latest edition of SCSI (Buldf g Component Safety infornatlon, by TPI and SBCA) for safety
.���IJ E'vs
practices prior to perfornng these functions. Installers shad provide tenpo=ly brndng per BCS1.
she. 1W.9 bottom cHard
V,f�
y
Unless Bated otherwise, top chord shall have properly attached etruct—k and
shall have a properly attached HUM ceft. Locations shown far permanent lateral restraint of webs
: �.
�II�ULrL�J�_J)l Ili l-f=T--�
s appitcebte. o Apply plates to each face
J or DB10,etails,
sections the
shots have nbrackVdzsI Instased per above the .bat Retnss, unless noted otherds¢.
of truss and ppoosition as shown above and
=
AN fTWC(NAPANY
t.
Reier to drowinge 160A-Z for s:tandnrtlplate positions.
Alpine, a division of ITW 8ultding ConpanwRs Group Inc, shall not be responsible for an deviat)on Fron
this drawing, ony failure to b.11 the truss In conformance with ANSLTPI 1, or for handling, sNppftf,
+'(� AT
In t.ltatbn L b-,I g of trusses.
Arm-fag�.-IMs3t�s�ccoP - -
en3�s'm'b+g resporoailllty sreely for the design shorn The s-itnbLKy and -ce of this droetng
Sec.2.
—q
_ - —
e6 r1
�.,f
13389 LaAehont Wive
it any structure Is a-e spormibslty of the BINMV Designer per ANSI/TPI 1
the" sitesrat
tA•
Farah Ciry,M063045
Fr me- hnforhotion see thIr ,Job's general notes page and web
ALPINE- ee 10naitw.con) TPLww wtphctrof SBCA, ewe.slecbxiustryoro) ICG wwwlecsaPearg
ej,.. IN �Nta�'�
Attach purtin bracing to the flat top chord
using <2) 16d box nails (0.135'x3.5').
The top chord R3 grade 2x4 scab may be replaced
with either of the following, (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' nails, (4)
Into cap TC & (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.12014,375' nails. Note- Nalling thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods-
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' oz. with (4)
0.120'xi.375' nails Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c. with (8) 6d common
(0.113'x2') malls per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF N2, full chord depth scabs (each face).
Attach @ 8' o.c, with (6) 10d box nails (0,128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave pigggyback plate to each face
e 8' o.c, Attach {eeth to pplgg back at time of
fabrication. Attach to sup or Ing truss with
(4) 0.120'x1,375' nulls per face per ply.
Plggybnck plates may be staggered 4' o.c. front
to back faces.
SPACING 24.0'
EF PIGGYBACK
ATE 10/01/14
RWG PB160101014
CLR Reinf o_r=cin=g= =M=er�loer Sulostitut_ion
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative,
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
2x3 or 2x4
I row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6C3iE)
T-reinforcement, L-relnforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web,
T-Reinforcement
Or T-Reinf. \
L-Reinforcement: or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length,
T-Reinf, L-Reinf,
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per, face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length,
Scab Reinf.
--tVARN1NM r READ AM FM-LDv ALL NOTE$ a This DRAVINm
r.DWMTANIs. FURNM THIS WAWM TD ALL CONTRACTORS MMUDDO THE INSTALLERS,
�.�`"v� ,Q `'�,,
L A4 ,Q ,,
TC LL PSF
REF CLR Subst,
DATE 10/Ol/14
T" ... reyuw ..".n. care a f.bric.ting, handwg, shipping. installing and bracing. Refer to and
f.Dor the Wiest Rditlon of BCSI (Bugding Conoonent Safety Infornatlon, by TPI and SBCA) for safety
functions. Tnstatlers tenporary bracing
��.
. ��
�� r+ pp�� A-
-4q i
TC DL PSF
DRWG BRCLBSUB1014
v
f7 �� EE��
Ift % prior to perforNng thee. shalt provide per
e`ss noise otters$., top chord shall have.properly attached structural sheatHng and bottom chord
shall have a properly attached Npd celtirg. Locations shorn For parnaneni lateral restroint h ace
shall have bracing installed per BtSt .ecvans 23, B7 or BID, as applicable. Apply plates to earn Pace
tr`v�aYs�
�`�`
-
C DL PSF
d 11 11-11�
Itl�lUr—'
of trurs and posltion as shorn above and on the Jdnt D.W., unless noted otherrlre.
ReFer to drarhps I60A-2 for
=
!C LL PSF
standard plate posttlons.
Alpine, a d1vtslon of ITV BWltldhingp Components Group Inc shall not be responsible for anyy deviation fron
m
EMT, LD, PSF
AN (TWOOMPANY
Ws dro.ing• anY faRure to bJdthe truss M conformance with ANSI/TPI 1, or for handling, shtpng,
'.
.d A1'k Or
Insta=a 6 brad•g of trusses.
A seal on this draelno or cover page tlsteg this draet+g. Indicates acceptance of' professional
resPonfs6lUt solely for riu design shorn The sWtnbaity and use of this diraeing
`
q+O,� Es (�
DUR. FAC,
13389 Lakefront Drive
fr .ny�s�aticture Is the respons6Wty of the Buid ig Designer per ANSI/TPi 1 Secs.
A T
6
SPACING
Earth City. M0630A5
Eaawe this �SI bUand thew web
ALPINE. TPl tore,BCNree.sbcdstrrW ICGwrl�afeoM
6$*4 a"�ilA .. ra 4ai`x �g\�`
(i R
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break perwchord panel
and no more than two breaks per truss are alloed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damnged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area <B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
sppecles as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o.c„ rows staggered.
Nail using loci box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail Is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices,
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
s
L L
4' o c
Typical ~
+ 0 + O + O + O
O + O + O + O +
—1 2' F—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nai(s!
o = Front Face 2x4 Member - Doubte Row Staggered
2x6 Member - Trite Row Staggered
Nail S
a tPorg
AN RWCOMROW
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
24'
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
r
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
)acing Detail r-1
—WARNING" READ V ALL NOTES ON THIS DRAWING
rrINPORT� FURNISH THIS DRAAND
NG TAD DULL CONTRACTORS INCLUDING THE INSTALLERS.
Truss
as require ear c r ■te n fabingrl..", handl"ping, nstalUng and bracing. Refer to and "1 C
allow the latest "tion of BCSI (Building Conponant Safety Information, by TPI And SECA) for safety
actices prior to parfornng these functions. Installers shall provide tenporory bradng par BCSL
Bless noted otherwise. top chord shall have property attached structural sheathing and bottom char
,all have a properly attached He ceding. Locations shorn for pernonent lateral restraint of webs
roll have bra"Installed par B St section. B3, B7 Phil. Applkahle. Apply plate. to each face
truss and lion as shorn above And on the joint Details, unless noted otheMse.
At r to drnwgs 16OA-Z for standard plate positions.
Alp6re, a division of RV Puking Components Grogt� tnc shall not be responsible for An deviatbn Fran
cis o5-awno, any Palure to INtd the truss in caniername with ANSI/TPI 1, or for handling, shipping,
13389 Lakefront Drive far any
serucaa'e is tM responsciuty or tnwe --g —on— per nw.a.r
EaM City, MO Cme for Wore nfornotlon see tNs Job's general notes page and
ALPINE n•.nipifdtlt•.con! TPD r•w.tpinct.arg! SBCA, ww6.bcndu6try4
n
OF
L
Nlnlhuh
L ➢Istonce
B
L
24,0'
L
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0. CC MAX. LENGTH TO� ILLER
r EXISTING FILLER
SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
LOCATE VERTICALS AT 4'-0- ❑.C, MAX., OR SEE NEXT OPTION,
IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
<4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
ALATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' ❑.C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY _TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTI_DNS-
NOTFD ON THIS SHEET
I USE THIS DETAIL FORI
CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑P
RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
1 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (104'-0').
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION D❑ES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION.
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT.
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (J❑INT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL J❑INT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
<0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY). _
—WA READ AND FOLLOW ALL NOTES ON THIS d1Awm
—DIPOITANTss SAO= THIS DRAWING TO ALL CWRACMU O1lilMM TW INSTALLERS
Trusses require extreme care h fabrkatbg, handUng, sh4*ing, InstalUnp and brachg• Refer to an
folio. the latest edMw of SCSI t&ttr¢ng Component Safety Infornatbn, 6y TPI and SBCA) for wfet,
E;:ctices prior to perfondng thew fumctlons. Installers shall provide termorory Madrlp per BCSL
Mess muted other.1s., top chord shall have property attached structural chentVdno and bottom ch
sfinU hova n property ottached Nrypkf ceaing. LocaVom shown for permanent lateral restraint of .N
st.0 have bratlng U t.Ued per I sectj. 2
3, 87 or BID, as oppllcobte. Appty plates to each fac
�� of truss aM ppodtton as ¢horn abov¢ and an the .bht Detnec, -ess matetl other.tse.
ReFer to dro.hgs 1fiDA-Z ford�smrtppantlord Plate positbns�
Ari RWCDMPANY tWspdra.hg, any Fall— too bmdld the rus tin r�.onf-- ►Ithh AANSLTPI 11, or far h r4r4UrQ' sNppkjg,,
hstaliatlon 0 brochg of trmxws.
A seal on this dro.Irq or rover page Ustho tHs dra.hg, hdlcates acceptance of professlorwl
re k,�.1te{v,,,salMy Par the design shorn. Thr s,It p*ry and usa oP iHs dv.trg
13389 Lakefront Odve for�wctw°t "" "' r°syons64lCY of the BWdimg DeAgner p¢r ANSVfPl 1 Sac2.
Faro, City, MO 63045 For mare hfornatlon see this Job's general notes page and these .eb sites
ALPINE, ....alolnaitmom TPI.....tphst,orgi SBCN ....sbcl d-tryarol SO ...1CC¢af mrg
EIV
STATE of
%�9or �d0I���� �460
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00.
ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D,
30,00 f t mean hgt, located anywhere in roof,
wind TIC DL=4,2 psf, wind BC DL=6.0 psf, Kzt • = 1.00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length, Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8' o,c, plus clusters of four nails where shown In figure below 00.
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections.
. READ ....TA,T cl t Av�u+c �1 �+�rnnc s INMUDW T1,E n+srauars
°+•i�% •, TOTAL TOP CHORD
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses require extreme cwe in fobrlcoting, handling, shipping, InstoWng and bracing. Refer to and
epEN �k% LOAD NOT TO
Foltor the latest etlitlon of SCSI IBu4dtr,g Component Snfety "orrmtlon, by TPI and SRCA) for safety
practices prior to performhg the Functbns. Installers sMLL provide tempoorraarryy brpcfnp per gCSL
Unl ss noted otherrise, top chord shall have properly ttachetl struchral aheathing and bottom chord
_:gam EXCEED 40 PSF
No CDEAD PLUS LIVE)
DRWG ❑HSCB2X41014
shop have a properly ottnched rlgbl cetthg. Locations sham far permanent I'41=1. restraint of ..bs
BCSI plot¢s to each face
or Big, as npptico6no
Q ���
shall have bradrig installed prr
J d otY
of trust and ppootltlon o. ci o.n above ontl on the Joint OeLalc, unlect noted otherwise.
Land an the
160A-Z for
Refer to drnrinQ. stondard plate positions.
Inc be for ony drviatlon from
� 5 ATE �F
AN ITwCO�APAPiY
Alpine, a division of RV guBdrp Conpo+ents fro shop not rerponsibie
tNs drpehg, any FaAure to 111d the truss in conformnce .Hh AN LTP, 1, w for handling, shipping,
hstailotbn 6 bredng of-
_
e(t
_. A _ _ `af_� _ __ _.._-
.. '' �°®°° DUR, FAC, 1,15/1.25
_ — _ _ _ _ _ _
-__.-
ash 4Mmcates-a-¢epta7fEr offe5-sl—w,a�1
rY�g'"rt'''=pa tma,ey solely far tam dr.+gn than. The tWtabuty and use of thrs draehp
is t!w a the MAIN der' Per MSir I srcz
13380 LaneGonl Oriva
Earth City. 03045
N
far any strucdre rasponsMlltY
e, orueor no" Infornatian see this Job's general notes dada and these reb sites
. �..,,. .wr. �,,.�, ton ....mheL e.mi SHCAi .w.shclndustrvarm ICG nrlccwfe.orn
kb Vj
' fii ° .. . L% SPACING 24'
•fls..._ .. 1\
I 12 (2) 16d TOE NAILS
O VARIES OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
B-0-0 MAX. SPAN
I TYPICAL END JACK (EJ)
3 N.T.S.
I 12
3 VARIES
OPTIONAL
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED SET INSTALLATION
TYPICAL L ADING P.S.F.
E.E. SHINGLES:
TOP LIVE LOAD:1 20 20
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: 1 45 37
STRESS ZINC. 1.25 1.25
WIND DESIGN: MM. 160 MPH PER
ASCE 7-10 MM. 24' O.C.
**WARNING** Read & F611ow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
—(4) 16d NAILS
See Connection Detail
—(4) 16d NAILS
See Connection Detail
EJ wo
End Jack EJ
g
0
is L 3eveled Jack (BJ)
G�CL
m
(BJ) ..
W
41
In
m
a
CONNECTION DETAIL
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
�m�GJ
2x4 SYP Nailer 16" Long
Got�l B-0�
Top & Bottom use 16d
,pG
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONnGURAPON
�tz7
B VARIES
(4) 16d NAILS
Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
b4;O1i6$itBBEP
M 6iB
r_�a
a
_53Q: SATE OF Iry
1
oo't'•
0 R 1 O.
111131111
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # . PE 47182